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7033
°� �WQut«tw ENCROACHMENT PERMIT .PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking works improvements in connection with MINOR. IMPROVEMENTS and APPROVED SUBDIV Finance Revenue Code E-1 FEB 15 2007 like public Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:February 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Chihuahua, Navarro and various locations in the Cove PURPOSE OF CONSTRUCTION: Install PVC piping and various sized hand holes for fiber optics DESCRIPTION OF CONSTRUCTION: See attached maps and plans DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans APPROXIMATE TIME WHEN WORK WILL BEGIN:Will call TIME OF COMPLETION:3 1/2 months from st � ESTIMATED CONSTRUCTION COST: $130,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: I C+ PQ C-01V M n! . 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 Applicant Agent Verizon - Darywl Bowden 870 Mountain Ave.' Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. TBD 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 $ 3,900.00 $100.00 $ $_ 000.00 Public improvements: 3% of estimated construction costs Private improvements: 3% of estimated construction costs . See attached schedule PERMIT NO.7033 DATE APPROVED: FF-S, IS, ZOO-7 EXPIR TON DE: F-". is, Z 00 g BY: .� Administrative Authority 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 Dave Guerrero office 760-347-8152 John Durbin. office 760-347-2874 COORDINATOR: J. Mike Hickey office 760-347 8202 0 cell 951-723-0810 cell 760-219-0408 cell 760-218-0691 . cell 760-567-4162 PLACING Local Manager: Bill Schrader. office 760-347-8019 cell 760-218-1566 SPLICING Local Manager: Bill Schrader office 760-347-9019 cell 760-218-1566 CONSTRUCTION MANAGER: - John Viereck office 951-672-4279 cell 951-295-2520 1 CO)BRA BetliaoIogte:s August 3, 2006 Timothy R. Jonasson, P.E. Public Works Director/City Engineer 78-495 Caller Tampico La Quinta, CA 92253 Reference: Encroachment Permit for the City of La Quinta, Plan #0543-7PFAOBF-H4006 Location: . La Quinta, CA 92253 — *Avenida Bermudas *Avenida Mendoza *Avenida Velasco *Calle Nogales *Lane -Closures Materials: Conduit - 4" PVC -- ft 1.25" PVC o c� (, ft 1.5" PVC — ft 2" PVC — ft 1.25" Shadow Conduit Boxes - *Avenida Navarro *Avenida Martinez *Avenida Herrera *Calle Chihuahua SS.i4 ft 17" x 30" Hand Holes 49 24" x 36" Hand Holes 1.5 36" x W' Pull Box" — 1.5" x 20" Hand Holes S Construction - Bore Footage Trench Footage _ *Avenida Villa *Eisenhower Dr *Avenida Vallejo Page 1 of 2 VJ JV1JVJl\1V S3amid 90017H � o n (DAMS opluslp! an 613off OHN3S/3 9 t .� 91 •n ee of as RV 60/ ov ^c of ©a e 9S � h 3=tea 1 0A79 T c+ss aoa "- •, OOSV73A rsa.' 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SOM'TO /TE6A7IarwC7laNOP fTlE MRAOCPAIITYQQ COONrf OIYOLYm % TLrna SefNE GOMIRALTLNTB Armo«arean►mlwovme7wA,F7c COMTKOL AKROIISOARD OMALL LAAJaa ANIER.EFAIIO)owANrorrmLnBLACRwrrruwwrws aomcrm sr7rlarATq coDNrr, m LDrJa AUTNOANIt. f7B marW mBENrt.,m,LOOfTBeBI1uCO m carrRAcroR aN.A[a AroLDNr I.D.nasoArfl@tRID!TT2 coMOLarANa aaseARanActa Nof7aMO TD eBN4aYBlD1►vtw¢DAL Aa wu TRIER amTLaBNnor NNtIMARE TD ae aAfOOBIDWOM.;-XCaNDLOm ROD A1rDAGS00NOWME. ALAL LS aNMra 42PP HEIGHT 20" DEPTH .24.5" WIDTH 75 L �S, PEDESTAL MOUNT 1441216 FDH 42" HEIGHT 20" DEPTH 24.5" WIDTH 0 75 L87S.7] � PEDESTAL MOUNT 2161288 FDH 4B" HEIGHT 20" DEPTH 31" W/OTH ! 15 L, !srS. PEDESTAL MOUNT 432 FDH 8" X 12' OPENING IN PAD 42' 60- PAD FOR FDH 144, 216, 288 & 432 CABINETS BURIED PLANT JBORE PIT AFIBER CALLOUT REFERENCE HHIKH CALLAUT REFERENCE �0 1 • ) SUBDUCT CALLOUT REFERENCE UX TERMINAL WILLOUT REFERENCE FIBER DISTRIBUTION NUB (FOH)' ❑ NEW HANDHOLE nEU NEW MANHOLE Y SLACK I STORAGE LOOP �II GROUND ROD 2fioh1lL Q CABLE IN CONDUIT AERIAL POLE ANCHOR ® POLE a 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— WATERLINE {--�--F� RAILROAD TRACKS -- CENTER LINE A.atla. AnawNr rAr aow�.r L:.A...Am.�. LAA AAw AA.d.7lvNm TaN Le Isva-.w r.r.s Nb. f®tMa AM.4 to ■ae" um CAN. CALIFORNIA. a1VNONr6 TIWAYaWWF Pg.#:879 Grld *'2 cTrr a LA7IDROL LLD. LA QUINTA AISIB L>oNTWo vGw LA QUINTA 0543 M JJIiM a HOP TPFAOBF RRar+LLm Am 7FFAOAF Nn JIM BISHOP SCALE —07131106 N.T.S. rRLa PON N�mLaer couNNLT of aLNLamme 14006 e7LeaDACAwvxr PAmrrt vTTP RL� aer. aoPre 4 LW 4 VERIZON LEGEND l able OCJ(CA). Taper Lon0lh Cdlarla lot Iampots ry Ttnllie Conical Tones Speed S (kmfhl Mralmum leper LanOUI" for Wldgr of OIIW 13A m IW I 14at01a0 L Iml Shilling U2 Im) Shoulder U7 (ml Conlllcr' U7 Iml 7U 21 10 7 00 40 77 to 12 70 50 60 20 to 70 60 04 42 20 00 70 150 70 67 70 00 100 BO 60 70 00 Io7 tot Go 70 100 225 117 1 75 70 110 1 240 174 07 it 70 • IAoxfmum clumebzer spacing let el, speeds on one4ene/6—ray lapels is 0.1m (20 4), Mesitnum chmmhrat s pacing for all speeds on downsuaam lapels is 0.1 in 420 4). All other tapers are as slmsm. "Use on Inletnediale and shml4sfm pa)oele bl lapat and langen) sections vAseW finite ate no pewment malkings o Mbele Iheto is • candict between existing pavement markings end eaemefiaats. On State higtonays o spl aing at 7 m (10 0) is recommended for lapet and tangent aeetiam shoran an TA•71 end TAJ2. loblo OF•102 IAexlmum Spacing of Channollxar Spacing Speed Ikmlh) fAoxlmum Clmnnaold, Special, vapor (ml lotrponl far) Conflicr' flat 30 6 12 7 40 g to a so 10 20 00 12 24 6 70 14 7e 7 00 t0 72 0 00 10 76 0 Igo 20 40 10 11 172 a n ' fAaslnu rn chennebtar spacing IN oU spaces an anNeadr—way lapare is 0.In, 120 fit. Minc munl eheaneheef Spacing W 60 speeds an d o,,milicam lapars is 0.1 at (2011). Ail Whel lepela mo as cheers.. "-Use on imatmaM1eto and shorldarm pajects IN leper and langent aeclions whale there are no paeemonl mmkings of vAiere Ihrro Is a conflict between Seisting Pavemeral markings and channebaers. On Stele Idghvrays a spacing of 0 an (100) is lecommeMed IN lapel andlongml seelions cape,- on TA•71 end TAJ2. NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove block "legend on orange bockground: California code are designated by (CA). Otherwise, Federal codes are shown. U3 D 30m to 100m 30m to 100m .ter_ L • • • ����///J • " • SHOULDER WORK A W21-5 NOTES 1. Where approach speeds ore low, advance warning signs may be placed at 90"m spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flags 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 at the locations indicated for lone closure during hours of darkness. 3. A C14 (CA) "END ROAD WORK" sign, as appropriate, shall be placed of the end of the lane closure unless the end of work oreo is obvious, or ends within a larger project's limits. 4. If the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK 14EX,T - MILES", use a C20 (CA) sign for the first odvonce warning sign. 5. All cones used for lone closures during the hours of dorkness shall be filled with retroreflective bonds (or sleeves) as specified in the specifications. SHOULDER >fCB SHOULDER TAPER CLOSED SHIFT= U3 W21-5A 6. Portable delineotors, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign sholl be either Type I or Type L I. 8. 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 Lane Closure On Freeways And Expressways" pion for lane closure details and requirements. 10When specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in ploce" of the C20 (CA) "RIGHT LA14E CLOSED AHEAD" sign. SIGN PANEL SIZE (Min) ❑A 900 mm x 900 mar © 914 mm x 914 mm © 750 mm r, 750 mm ❑D 914 mm x 457 mm TYPICAL SHOULDER CLOSURE 30 m r 150 m ' RDADHYOR C 14 (CA) - See Note 3 BURIED PLANT BORE PIT QFIBER CALLOUT REFERENCE a^ HHIMH CALLOUT REFERENCE 8 SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (PON) ❑ NEW HANDHOLE' n© NEW MANHOLE Y BLACK I STORAOE LOOP -III GROUND ROD 25ahm O CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY —(� RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —OF— CURB FACE —EOP— EDGE OF PAVEMENT —Fit— 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 {--�—F—F RAILROAD TRACKS - -- CENTER LINE Immrv1 a.aa. s•elr•a 4alaan a e.• e•.•a•„an xs• f..w,w. ofs e+..a r.rnwrua, nawr.r s. w r....e a.r•. •e.,wn a a.es..s.• w4u rr..+tr. ear rwr wa Mws sA. Nan••• eem u—., .. vurzon asuw era,u CALIFORNIA osvrefoa, ,noweauWa• PDA: Gridp: car os - canaaosne. awe sarneau erica, af .ar,r, os, tlI—,. ' IPSCALEF01 H VERIZON LEGEND Advance worning signs, See Note 1 ROAD IYORK RIGHT LAI AHEAD CLOSED RHEA ❑ e W20-1� C20 (CA) (Rt) See Notes 2 and 4 NOTES 1. Where approach speeds are low, advance warning signs moy be placed at 90 m spacing and placed closer in urban areas. 2. Each advance warning sign sholl be equipped with of least two flogs for daytime closure.. Each flag shall be of [cost 40D mm Y. 400 mm in size and shall be orange or fluorescent red—oronge in color. Flashing beacons shall be placed at the locations indicated for lane closure during hours of darkness. (CA) "END ROAD'WORIC sign, os appropriate, shall be placed at the end of the lone closure unless the end of work area is obvious, or ends within a larger projecl's limits. 4.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 fog the first advance warning sign. 5. All- cones used for lane closures during the hours of darkness shall be filled with relrorefleclive bonds (or sleeves) as specified in the specifications. TYPICAL LANE CLOSURE G e e ° m ® e e ° o e7 ° WORK AREA ° o 0 See Note 7 RIGHT LA CLOSED I AHEA © O C20 (CA) (Rt) to loom W4-2R See Note 10 6. Portable delineolors, placed of 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 1 1. 8. The maximum' spacing between cones along o tangent shall 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 lone closure details and requirements. 1OWhen specified in the special provisions, o W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. 6 m EM NOTES Unless otherwise specified in the special provisions, oil temporary warning signs shall hove block legend on orange background. California code ore designated by (CA). Otherwise, Federal codes are shown. ENU ROhll 1TDR (CA) nc See Note 3 SIGN PANEL SIZE (Min) AI 900 mrn x 900 ram © 914 mm x 914 ram © 914 mrn x 457 mm t METz2- 39a37_11-1c-i-VT Tablo OCJ(CA). Taper Le nglh Criteria tar Temporary Traffic Control Zone. Minimum leper Length— for Width of 011.13.6 m (W) Speed S fxmlh) Merging L Iml Shifting U2 Ira) Shoulder U3 Ira) ConOfcT' U3 Iml 30 21 IU 1 7 30 40 37 19 12 30 50 50 29 10 30 60 64 42 20 30 70 ISO 79 53 30 s0 100 0o 60 30 s0 207 101 60 30 100 225 113 75 30 110 240 124 O7 30 Maximum eharmether spacing for on speeds on one4anelimwray lepers is 6.1m (20 it). Maximum ehonnaliter spacing tar on speeds on dwrmlteam lapels Is 6.1 m 120 A). All other lepers are es an- -- We an Inlemledlalo and snon•letm projects for leper end tangent sections Y4ruro there ate no pawmeni markings at vmoio (hero is a conhict between existing pasemenl markings and the-aitite R. On State high rays a spacing of 3 in (1g ft) is recommended lot taper and tangent sectlism shwm on TA•31 and TA-12. LEGEND a Traffic Cone Temporary Sign Direction of Travel Flashing Arrow Sign (FAS) 6-0-0 FAS Support or Trailer Portable Flashing Beocon Table 6F•102 Maximum Spacing of Channenter Spacing 8poeJ - Ikmlh) faslmum Channalltor S ocIn leper' Iml langanl Ira) ConOicr' Ira) 30 6 12 3 40' 0 15 4 50 10 20 5 60 12 24 6 70 14 20 7 SD 16 32 0 00 10 36 A lgg 20 40 10 110 22 44 11 o Maximum ehannektet spatting for 60 speeds an ono-lonUtwo•v2Y tapers is O.Irh (70111. Maximum eharmelrter apacmg lot ell speeds on dwmstteam lepers is 61 m (20 it). All in,, tapers ale as Or— use an Imumsedi to and sh011•leter prejeels for toper and lemgenl sections where [he,. we no pavement markings of wlleto that. is a conflict hatween existing pa\emem merldngt and channegtem, On stale htighrmy. a spacing of 3 in (10 n) Is recommended let lopes end tangent atct— .norm on 7A•31 and TA•32. IAUTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QPIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE ( • ' SUBDUCT CALLOUT REPERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FOH) ❑ NEW HANDHOLE CEI NEW MANHOLE Y SLACK I STORAGE LOOP — III GROUND ROD 25ohm O CABLE IN CONDUIT AERIAL —eC 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 GRAIN LINE —GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WTR— WATERLINE --)--)--} RAILROAD TRACKS _ -- CENTER LINE InperYnpXWw u•epeX •e1Y•alr Itr•Oe•wl,l„•1 coa...eam • olo Alwl YwNNrsean YrunNr to N 1•,•,4 br•■e `Mnrh xe arra.•1.`w1e Ne.xe. i ew rear eta N•ra L0. ■imNr•eW a■11 r uun oa.r V.IrItON Arlaw arA\Y CALIFORNIA Olrl•ph, 1Xarue OVm.• P,41: Gridtf: CRr of GOniNat NO. rrW xniM.N ax.Xl n JIM RISHOP n oar, •JIM Has, BISHOP I SCALE N.T.S. F.I. Numbs rrtu, 14 VERIZrON LEGEND 0 Traffic Cone lemporory Sign oErec— Direction of Travel ® Flashing Arrow Sign (FAS) 60-0 FAS Support or Trailer Portable Flashing Beacon See Note 4 i %e-.2-(CA) ENI) ROAD 14nR O Table OCJ(Cn iapar Lontith Cnlatlo for TomporaryTroflta Control Zones Speed S (kneflrl Mull.... Taper Langlh" Iet Widllt al Oflaal 3.G at IW Motging L (or) Shllong L12 Intl Shealdot U3 (m) Conlllcr' IJ3 Intl 30 21 to 7 30 40 31 10 12 30 60 SO 20 10 30 60 04 42 20 30 70 150 70 63 30 00 180 fig 30 00 20] 10100 00 30 lOD 225 113 75 30 240 124 07 1 30 . I4eximum ehannlntel spacing for a0 speeds on one•lanellwwray lopes or O.tm (20 0) Maximum clmnnoliza, spacing (at all speeds on downstream lapels is 0.1 m 120 0). 'Ali nine, lepers mn as shown "Use on Intelmodialo and shod -lean projects fat internal! Iangerd sections white (hero we no p-ard markings of wham there is o conflict belween existing pmcment markings and chn-btela. On Stale highways o spacing of 3 in (10 01 Is recommended lot lapel and tangent seeliuns shown an TA•31 and TAJ2. Table 6F.10L Moalmum Spacing of Chamrelhar Specln0 Speed OWNIntl tdoxlmum Orennaltrarii ..all Tapal' long anl Intl Canlllcr' (ml 30 6 12 3 40 U 10 4 50 10 20 5 60 12 24 G 70 14 20 7 60 t0 32 0 0o to 35 0 100 20 40 10 ten 22 44 11 Maximum ehoaru0zer spacing fin 60 speeds on ane4anenwo" lapee h O.lm (200). Maximum xharmakta, spacing to all spends an doanshaam lopes Is 0.1 in (20 gl. All Diner lepers are as sham. "Use on Inletmedals and short-term polaels lot Lapel and tangent sections whets them me m paw.lmtd malkings of wha o there Is o conflict between existing pavement marldnill and chonnehzan. On Stele IdghwJys 0 spacing of 3 at (100) is recommended lot lapel and tangent sections ahoen on TA•31 and TAJ2. See Note 8 W9-3 W20-1 CENTER ROAD Cam sYORI( MEW RHEA �a O / 30m to loom 30m to. loom L D See Note 10 L L See Table 6C-3 See Table 6C-3 See Table 6C-3 Advance warning signs Advance warning signs, Cho hl No 1 - 30m to 100m 30m to 100m 30m to 100m A to 01 49L Oil 1` "� l \ A ROAD IYORI( 41u� AHEAD ❑ W1-4L W20-1 C20 (CA) (Rt) See Notes 3 and 5 MPH W13-1- See Note 9 NOTES 1. Where Approach speeds are low, advance warning signs may be placed al 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 lane closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shall be equipped with of least two flags for daytime closure. Each flog sholl be of least 400 mm x 400 mrn in size and shall be orange or Iluorescenl red-oronge in color. Flashing beacons shall be placed of the locations indicated for lone closure during hours of darkness. 4._f*-- �A) "END ROAD WORK" sign, as appropriate, she a aced at the end of the lone closure unless the end of work area is obvious, or ends within o larger projecl•s limits. (11 0 ® ,WORK AREAy t� 0 o `\ Min 60 m See Note 8 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 sholl be fitted with relrorefleclive bonds (or sleeves) as specified in the specifications. 7. Portable delineolors, placed of one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Flashing arrow signs shall be either Type I or Type I. 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. ® - - ar ® — I — ® Io l0 O 0 0-0 e El WI-4R PH 91W13-1 nc See Note 9 SIGN PANEL SIZE (Min) 0 900 mm r. 900 mm �B 914 mm x 914 mm © 750 mm x 750 mm ❑D 914 mm x 457 mm / Mg jrg2 = 3 5 # 3? X: TYPICAL LANE CLOSING W/CENTERLINE — SEru Note 1 — — 10. The maximum spacing between cones along a tangent sholl be 15 m and along o taper 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) lane closure topers shall 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. 0 See Note 4 N lr1 Tr C, Unless otherwise specified in the special provisions, all temporary warning signs shall hove black legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. BURIED PLANT —� BORE PIT FIBER CALLOUT REFERENCE O^ HMMH CALLOUT REPERENCE ` • ' SUBDUCT CALLOUT REFERENCE (uJ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FOH) ❑ NEW HANDHOLE ® NEW MANHOLE PSLACK / STORAGE LOOP -III GROUND ROD 25ohsn Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE POH BOUNDARY —CF— CURB FACE —FOP— EDGE OF PAVEMENT —FTL— 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 . RAILROAD TRACKS --- CENTER LINE rN,w.r.N a.euwn 4aleraan au-ow.r.,ses o.ay.eamr.. a mo arvr4,..am.rwN weer..• a w ,rw s.ss.. e aer 1wr qa Na.a ta. wrmN-t ern Ceti t 1-B00.227.2600 nwzon wuuu esxTs,. CALIFORNIP omaNwr, TNOM1M ones PS.11: Gridq: CRT 01 pa1lTNal Ne. wws wrrrw ,Mawr nasoao sr, e.N ..w• n JIM BISHOP P eJIM BISHOP SCALE N.T.S. nsa F011 Numb H VERIZON LEGEND LEGEND 0 Traffic Cone Temporary Sign Direction of Travel ® Flashing Arrow Sign (FAS) floe FAS Support or Trailer Portable Flashing Beacon NOTES Table 8CJ(CAI. Toper Lon01b Cdlerla for Temporafy Traffic Cunliol2Anac Speed S fkM111 - MiMmum lopaeLenOlh-- 1.1 Wldlh al OIIm1 3.6 nr(W1 Masging L Iml Shlni,'U U2 1-) Shaaldar U3 Im) conllier, U3 fat) 30 21 10 7 30 4n 37 lip V 00. 60 50 20 to 30 60 84 42 28 30 7D 150 70 53 30 8o 18o 00 60 30 00 203 101 Ga 30 100 225 113 75 30 110 240 124 63 130 • Masimum ehannalizer spacing Iwo" speeds ono—tanellwoway lapels is S.lm (2O 0) Mcnawnl chennalfzes spacing br -0 speeds an dormslseam tapers Is 0.1 or 120 0). NI alher lapens o- as damn. - •• Us on Inlemrediolo and shoMm'n pa)6cls bs lopes and longanl sections wham lia- me no powmeM markings or wnsa Isom Is a conflict bolwean axis ling pavement mmkags and chennMims. On State highways o spacing of 3 m (IO 4) Is recommended for lopai and lertgord sections shown an TA-31 and TA-32. 1-hi- GF•102. Master— Spi cln0 at Chennallmr Sp-ch,g Speed (kmfhl IAnxiaruni Clict—lirer5 actoo Tapes' Iml Tandem Iml Connicr' fat) 30 G 1% 3 40 0 10 4 50 10 20 5 60 12 20 G 10 14 20 7 80 t6 32 0 00 III 3G 0 100 i(1 40 to 110 22 44 11 • Maxhn-n chan akzer spanong for oil speeds an anohaelr o y lapels is 0. lm (200). tAasimtm a Men'6ze1 apackrg br all apeods on il—ftaaal l-paa is at or 1200). NI ain't Isom\ me or shown ••the on inlm-.dataand etitol- in palette tat lapel and langanl—Gans wlreto Intro mono Po'emenl --'lung' q wlaai Ilala i- a caamcl best— azlsong ps.—M mokingl and channaa'er . On Slate Iughemys o epacinoof 3 to (10 it) Is teeernmended far tope and tangent sections slums on 7A-31 and 7A.32. TYPICAL CL❑SING OF HALF ROADWAY See Notes 3 and 5 C20 (CA) (LI) C20 (CA) (LI) IEFr [ME 1E17 IAK CIASED t1ASED AIIEAII AIIEAII 0 13 �n � W20-1 ROAD WORK AREA �L `7= RJR ® o o Advance warning signs 740 ® I I e 100 C e See Note 1 -� Advance warning signs, I ( ® v See Note 1 e m�� O ' ® WORK AREA ®' 30M to loom 30m to loom 30m to loom ® �� j e pp � 0Y� ij\ IL o G 0I. (CA) 60 \ - \ 60 m\ ROAER140R PORK RIGHT D t W1-4L ❑ See Note 4 AHEAD AHEAD See Note 8 ® SIGN PANEL SIZE (Min) wt-aR W20-1 C20 (CA) (Rt). W4-2RPH © NOTES See Notes 3 and 5 See Note 13 W13-1 DA 900 mat x 900 mat Fii I. 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 moinlenonce 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 a( least two flogs for, daytime closure. Each flog sholl be of least 400 mm x 400 mm in size and shall be orange or fluorescent red -orange in color. Flashing beacons sholl be placed of the locations indicated for lane closure during hours of darkness. 4. A IM90(CA) "END ROAD WORE" sign, as appropriate, shall oe placed of the end of the lone closure unless the end of work, area is obvious, or ends within o larger project's limits. See Note 9 © 914 mat x 914 mat NPH 1113-1 © 750 mm x 750 mm See Note 9 ❑D 914 mm x 457 mm 1 t-nK 'CeM m 3 9 .3 -7 5. If the W20-1 sign would follow within 600 m 10. The maximum spacing between cones along o of a stationary W20-1 or Cll (CA) "ROAD WORT( NEXT tangent shall be 15 m and along a taper shall be MILES', use a C20 (CA) sign for the first approximately as shown in Table 1. advance warning sign. 11. For approach speeds over 80 km/h, use the 6. All cones used for lane closures during the 'Traffic Control System For Lane Closure On hours of darkness shall be filled with Freeways And Expressways" plan for lone closure retroreflective bonds (or sleeves) as specified details and requirements. in the specifications. 7. Portable delineators, placed of one-half the spacing. indicated for traffic cones, may be used instead of cones for daytime closures only. 8. Floshing arrow. signs sholl be either Type I or Type I. 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. 12. Unless otherwise specified in the special provisions, the ( 1/2 L) shown between the two (L) lane closure tapers shall 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) LA14E CLOSED AHEAD" sign. Unless otherwise specified in the special - provisions, all temporary warning signs shall hove block legend on orange background. California code ore designated by (CA). - Otherwise. Federal codes are shown. IAUTCD 2003 w/CALIEORNIA SUPPLEMENT BURIED PLANT 0 BORE PIT QFIBER CALLOUT REFERENCE , El HHIMH CALLOUT REFERENCE ( - ) OUBOUCT CALLOUT REFERENCE r�J/ TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUD (FDH) ❑ NEW HANDHOLE NEW MANHOLE (© Y1 SLACK I STORAGE LOOP GROUND ROD 25ohm G) CABLE IN CONDUIT AERIAL POLE ANCHOR ® POLE DOWN GUY -(� RISER DETAIL T GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURB FACE -£OP— 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 ,Yal aetb '.aeon 4aser\alr a u.. o...n...,w o.e. r.aam . olv Nw/1\n,uesrlen F.mw' Y M I.r41,�w. •Mn,11 W WwY•MIIa. a.11L /p1�r qa Nwl aAA Freaanser cwal uuw onn V\RRON AfaA \iA1U CALIFORNIA mvalonr ,Wawa whoa. PSA: GAO: crn or coa'woLAo. wqa Qrnaar axcar ' or JIM n15HOP �'aaa,anao n.e.. ow en JIM nisHOP SCALE o.... N.T.S. }rIW FOHH Humna VERIZON LEGEND NOTES Unless otherwise specified in Ilse 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 t4p�Z(CA) t:no nose Ron d LEGEND 0 Traffic' Cone O Traffic Cone (optional taper) Temporary Sign Direction of Travel z- Portable Flashing Beacon oo Flogger TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL Cones 1 C37 (CA) TRAFFIC CONTROL WAIT AND FOLLOW PILOT CAR R See Note 9 � p See Table 6C-3 Closure: Cones or barricades � _ f Advance warning signs, See Note 1 G O 30m to 100m 30m to 100m , 30m to 100m 30M to Innm O O! OREWN ROD AD MILD PORK w20-4 a `/ A W20-1❑ See Notes 2 and 4 I klnTf C C9A (CA) \3-4 ®� BE PREPARED TO OP B O C29 (CA)See XXX FT Note 10 F] 1. Where approach speeds are low, advance warning signs may be placed of 90 m spacing, and closer in urban areas. ®m IT See Note 7 30 m Max See Note 11 2. Each advance warning sign in each direction of travel shall be equipped with at least two flogs for daytime closure. Each Ilog shall be of least 400 mm x 400 mm in size and sholl be orange or fluorescent .red —orange in color. Flashing beacons shall be placed a1 the locations indicated for lone closure during hours of darkness. 3. A Z,O(CA) "END ROAD WORK" sign, as appropriate, sholl 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. 4. If the W20-1 si n erould follow within 600 m of a stationary W20-1 or C11 (qCA) "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 sholl be filled with relrorelleclive bonds (or sleeves) as specified in the specifications. 6. Portable delineators, placed at one—half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. See Note 7 30 m Max O WORK AREA-/// 0 W3-4 C9A (CA) DE ,PARE< > `%`\ TO ;TOP ❑ B \ C29 (CA) See XXX FT Note 10 See Notes 2 and 4 W20-4 W20-1 fE In ROAD ROAD WORK MEAD AHEAll 0 lIb GIs U� Advance warning signs, See Note 1 Gale cones SIGN PANEL SIZE (MINIMUM) LANE 1200 mm x 1200 mm — Speed of 70 km/h or more CLOSED a 900 mm x 900 mm — Speed less than 70 km/h © © 1219 mm x 1219 mm — Speed of 70 km/h or more C30 (CA) See Note 8 .914 mm x 914 mm — Speed less than 70 km/h © 762 mm x 762 rnm ( I'\ETER- F 39 • 3-7 OD 914 mm x 457 mm O 914 mm x 1067 mm 0 914 mm x 229 mm 7. Additional advance floggers 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 flogging —station and flogger sholl be illuminated and clearly visible to approaching traffic. The illumination footprint of the lighting on the ground shall be at least 6 m in diameter. Place a minimum of four cones of 15 m intervals in advance of flogger station as shown. B. Place C30 (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 a pilot car is used, place a C37 (CA) "TRAFFIC CONTROL —WAIT AND FOLLOW PILOT CAR" sign at oil intersections within traffic control area. Signs sholl be clean and visible at aft limes. 10. An optionol' 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 I11. Tablo BCJ(CA). Toper Length Criteria for Temporary Traffa Control Zones Speed S (kMhl Minimum Taper Length" for Width of Otfear 3.6 m (W hoofing L (m) Shining U2 (m) Shoulder U3 1m1 Conlller• U3 an) 30 21 10 7 30 40 37 10 12 30 50 sB 29 10 30 60 84 42 20 30 70 15B TO 53 30 Bo IBO BD 60 30 0o .2031. 101 60 30 100 22s1 113 76 30 110 740 1 124 03 11 30 ' Maximum ehamle6ter spacing for 4 a pearls on ono-lanelhoWay lapels Is 6. tm(70 it). Moxtmum ehennetieer spacing tat ell speeds an duromi in tapers Is 6.1 on (20 ft). All Other tapers era as shwm. •' Use an Mlermedralh and short-term projects let taper end tangent sections vrhero there ate no pavement markings Of Waste there is o conflict belwee0 existing pavement markings ana chronnnhten. On Slate higMaya a spacing of 3 in (to h) Is tecommetMed (or leper and longanl sections shorn an TA•31 and TAJ2. l� ROpIEI#t090R G2p L(CA) See Note 3 Table GF40Z Maximum Spacing of Clur nallzar Spacing Speed Mouth) Maximum Channolleot into Toper• (m1 1—gant Iml Conflict' Im) 30 6 12 3 40 B 16 4 s0 10 20 S 60 12 24 6 70 14 28 7 60 10 32 B 91 00 10 36 B ZO 40 f0 110 2z 44 11 Moumum he—hz,, tatting Wall apecidi on one.lenell—tat topeW is 0.1. (20 h). Maximum ehanneleer spacing lot oa tlpoeds on dwmstteam lopes is 0.1 in 1200). All Other lapen ate as a11Ur41. Use On inlarmedeto and short-term projects for spot and lonpent eetlions vaete there ere no pe,,cratnl markings or vAR10Ihet0 is a conaict betvmen existing pavement moukingl Gad ehanneheen. On Slate MgMe7e o spacing of 3 on (10 n) Is tecommenosd tot lacer and tangent sections divan an TN31 and TA.32. BURIED PLANT (D SOME PIT QFIBER CALLOUr REFERENCE HHIMH CALLOUT REFERENCE �Q ( J SUBDUCT CALLOUT REFERENCE �U/ TERMINAL CALLOUT REFERENCE 14 FIBER DISTRIBUTION HUB (PON) ❑ NEW HANDHOLE M NEW MANHOLE Y SLACK I STORAGE LOOP -III GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL —Q POLE ANCHOR ® POLE DOWN GUY RISERDETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY --CF— CURB FACE —EDP— EDGE OF PAVEMENT —FIL— FENCE LINE --- RIOHT 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 Iw,sN c«. r.4a,.. a my tu.d t4w,ona.trv, NWtaatr b M 1"Mrr41„t„� •Wwn,tl b alas�l.• woe w writ. rw ntr av 4+.n Lo. Hu.ere.tm C.II t 1.BOO-227.2000 I CALIFORNIA OIWIeION, leatue OVOaW PD.#: Grid#: GRW OG f:ONmaL MO. IAUTCD 2003 w/CALIFORNIA SUPPLEMENTI I weustaN,w '-lu FOH Numbs :x • City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7033 The following 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 - 7097 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 the existing 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 %") 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 centerfine 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. V sc�141j\c_ PROJECT LOCATIONS AND LIMITS STREET NAME UWE S FROM ITO Adams Street NB%$B H. ill Wetro.ive SQUAREFEET Adams Street' NBISB. Miles Ave n/s L4 Palma, Drive s 10200: AdamsStceetvs Alden Cirde' La Palma. Drive s/s . . , Fred Warin Drive s4 g8.4751 .. 48.3'00 Arbota rd LIMB Seeley Drin ffB/WB Fronterra Drive End CDS '13.7,19.. Arose py sa'. ay. V.1fleta Driv,6.s/s 1i —sts La-Pbl ,DM.njs ma, rive rtf 1,0,080� Palriia Drive !ffB_,wB lin=s 'Janita Drive:Ns. 10,440, . :Place n/s;. A�tt AayWWs Des eam.Drtve $Is 28AW.Ash Astiwood : Ba 6 Avenue s. ;56SAvenida :7.740;Urt irido. NB/SS .s Calle-DI ra, o: s w Qoll;,6 jajQa 8, Avenida .1 _ 1 .: 0014 M ontezuma stsAVeR�-Alvarado. 19A40 .. ............ NB/SBAvenida Montezum sls . Avenida12,800. NB/SB Celle $a 4 Avenida :, a N B: Gaffe'Slhaf6a Ws .19'.680 Avbn1da--:.Cortez- . PV6njdAwQntpzuma W CDS_ Cape AV6WdA Dlk Callo - — - ICja jUS -------------- Avenida Diaz.NB/SB vehlcla Dfaij Celle Sinaloa n/s . AVenlda..Mohtezuma.s/ Vehicla JU7_ arez NBLSB lid. 11z; -all 'Y 22;900: Avenida :, J'u';'i—rediz Calle E s JUrango rVS urango, W., Calle'Sinaloa ft'. Vo7ntezuma 19,840: Av6hI,d.eiJuirdz — NB/SB Avenida-1 sis Avenida Montezuma n/s Celle tan V.Avdeida La Fonda: EB/WB. Desert Club . rlsAVenlda 23,,680 , 63080.NBISB. Maft=to* —/SB qtwngoM AV6hida':Madq6 iqB Gadd,:Sin_iloa .n/s . 001dL'av,o .4 ezuna.s/sveiWWWezuma 900 : AV6hlca momezuna NB/SB. C6UpEhsbn6daWS.. � CaI6*c;r nqoft�AV6nIda-RU Celle:' : :9,' 9750 Avenda:ffo—nte2wma- EBIWB - Avenida RuE10 W/S -w/s Averil Carranzd 120 AVenW,MWOZ6ma EB/WB�F7 Avenida bverDve.W/AV nida Montezuma.. E61 B "1)lda,Jt*ez-:w/s1 Aventda-Alvarwo V Ws, AVoWdaLmoriws. Nat AveniclaWoritezurha 'all -"OU' e: Doran ira 9:,n/s 9 AVLONU.O.bre Durango rifs. .2 19.'84.0 Averg&�. r!agory AvQ_hIdwObre*, NBISB �2alle caiie.-Sinbb�3 n/s X �a Montezuma Zurna. s: S/ on: Av ''hiclai0bre NB/SB Avenida M0htQZUjjja.n/sL �enid. Aver4da(-M6hte7L":res,s Avenida a: R�W' r6Z �v Al Aven 9 AlVaradow/6 C60-6.01urManfoo _n/s CDS C_Qe,$!Mba 18 -7 .63: Avenida Ra►nirez _ NWSB: Calle:$inaloa n/s'Avenida s/i Montezurr%a's/s 1942 2Q NRaRr0z WBISB AvbnidaiMontezuma *- b 22.624: Rubio; B/ `Cape Duna Celle IngibdVs ..41'-1,' :Avenida 19;600AveiRda . gUW, NB/SB. .� A�d.mOhWzurfia 170120 Avenida Rubio -----� NWSR OeNck(Montezura Vo ' cqIe Y��Avenida Valle 6 RB/SB�61160urango Ns C616 81nal sts -*11;AV 20.625 Avenida Vali' o. — R—B/SB Celle Sinalqa--.rV 2' 5 da V691 I eLo NBISB Avenida: Montezuma h/s. CDS - .:. . T -24-U 24, Avenida WISS66 NB/SB Cape Sonora s1s C611e.D ura Q 18AGO: Avenida nldaWlasdo NBISB Cape , os/s. Calle Sinaloaws -19A40: A nW:Veiasco NBJSB Avenlda Montezuma n/s MS Avehue-47. Avenue Ba EB/WB Washington Street 61s AdWM:Stre6t.W_ wts. fS 106,145 Lane EB/WB C61dbrook Lanee/_ Me.pbrook. Lane , Ws �01600 ea e FB/—WB _ 6�ei_bro6k Lane e/s SunbrooR5;;*wjs 7,920. Lane e EB/WB SunbrookLane els Adams Street w/s 4;1580. Birchcrest Circle. Nlyse Ba . Lane hIS Ba '1ane:rd.s Biail Star Lane NB/SB Star r Flower Trail Buttercup.-Larier, w/s .44.8W. 38.1.60. Biazl Star Lane EBIWB Buttercup-Ean; Dune Palms RoOd'els- 0: eley Drive End 23,040 Brig tte Way MI.- Page 1 C i V3. c'S_ c 1.? No. I. , : Butter ne Elutt6'rcup_.Lane N B /s B End —sts Blazing'Star Trail �mls . 14-.4.00 Caliomo'QuIrcdle NB/SBI Blaiing, Star frall. "'Star Nbrig old-LainNS 13,44.0. Cabe Dora'n NBISB Blazin Trail'ft COS 19.159 Calle Guatemala. NB/SB_ Eisenhower: DNkOs Avenida Bermudas wjs 40.0W alfeffida 0. NBISB 4venidaNi-� ns AvOnW15 Fond-V,6* 19,840Aver 0iffe Mal a j �4Pis 1 T. 0. eaarranza ols AVenid6nirez'.vsCaN6,tfida 7.040E AvenidRarWrezots Avenida Valle "tits Avemnida:-Voll b..Wls. Calle'Hd I'0. ' Avenida erreraelsAvpqlC*# Avenfda'M 7.040 w FRfJRvehid6vefasw e& -errera*N. Eisenhower7,040 : Calla Hueneme: NMB Avenida Nuetira Vs. --N Avenida aWs- -7,040- 19 'V k4ue 90110 ` Avenida V—, uestra Avienidala Fonda.W., —Avefida-1 B a-:AndaW6:. Av'q'"qO M'estays�Ci%KaRma 19..04 NB/SB: Nelrile - CDs .221,999. Cate Eisenhower.W:D.d A"vem", a- Bermudas �'Wx� -77- 880caw Cameo -, Pdfrh:Driv.eSi AvenidaAlYArado Qlk Av. - C Camino NB/SI3 Ms. i Palms ills pamino-RosaUNt. Camino Del IW6 EB/VVB: ;CDS . 060116 Drive WIS: AUX mhqla,06sta NB/S8: Oro Ns. Cos M-41g,' c an,t EBNVB QDS-: 4999 �nt&i�a Drive— 6.Zo lo. Da;�� �/ Ocotillo Driv. On A an Carmen Waco CDs, Cam,es, Cird6 S'eeley'..5wVe Carrie Lane N13/SB: ViOdda Dave * s. Ashl .:Plade:sk Ci. Court EBMB Debbie t3nve;w/s CDs .1 4,679: Goldbrook Vie. NB/SB Miles Aven Sunbr6ok(lahe.n/s ne, qq!dbro(* Lan6 NBI-SE3 Stin jto6,K �L Roth . fVS CG I. ... - Cristo! Place: .Mo: nCameo ffighlind PWa� - - *- NB/'SB 51letaMriye, Cos. 10125< Debbie Drive VIctotia.Drive. rVS Kristen' Gwtf.14.. M 5 --------------- N PWO Q rMtPOV6. E EYM De Qun'e- Palms 0 S: Q6serC:ffqdle Court:.. 061 :.court" NB/S98 ..77777WW Desert, -darn str CDs. 2.0;480 POP �Fnve NB)sB D6s6rt:s(j66jh estA Deged Crei t w.s:' 27 750 NBISB De*se& CDs*. 16'00. Desertlift $��COUTI NWSO. Desert Cr6§uh/S . .... . Ili 640.: Desert t3ock PCourt::. EBM.8- DesertF0k *M CDs* 18 67 Desert Sand Co QiStnhs— CDs EBNVB . Du n#*:PWrns'R W/6 Wad� add wav w . qeft.ftymm. :52.355' Pw Otreairi Dtive' ERMB Briclgtitle ft Y-W/S� - -a —'3,8i48Q*: Desert.. Mew.. NB/$B Qewt-Crosflh/s CDs-. IBA80 eoed.Wmhcl:Couft: EB MIB- De�seftAir.- eh7; 19i959,-. Drape D W, EBMR B ��22fte,VVayWls DWhe' 006- EBMB - mbbi6: Drive, Wis. COS. 1:1;200; Ej6enhowerDrive, - Ca 9_ Re:M6.ddd sts - AV6filda:96him—daslus, Fjtenhower:Drlve. RBISB Avenida Montezurfia. 's/s.: Call6--sihaloa V: 83'0.40 efihoWbr.Dri e y Ziiile SinaloaV6 Eigbiftwer.Dfive o -al C6116 N, g oss/s Calle Coprywryg. EisenhowerDrive Ca,96,Cbllm'a hIs Qalle:WdHd:s/t: Fdrbbs,Qkde Seale Vl' Corbnado-e/s 29880 Foxtail Cird& Buttercup.larlevs CDs ITA79: Fred1113 ad;; Drive EB Jefferson wit Dune Pal rns:Rdad:W/s 185 0 -500 IFred :Wadng.DrNd Palm Royal —w/s 114;35 Page 2 15-z, 1 , to - - Page 3 PERMIT NO.7033 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAOBF - H4006 — Various cove locations including Calle Chihuahua and Avenida Navarro In addition to the standard permit conditions, the following shall apply: 1. 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 permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. "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 of providing 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. 7. 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. 8. 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 slurry seal and cutting through these streets will not be allowed without the approval of the City Engineer. (Please see attached street list) 10. The permittee 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 penni.t. 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 1 of 8 N PERMIT NO.7033 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBF - H4006 — Various cove locations including Calle Chihuahua 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 information: 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. 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 Permittee 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays 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. Special Conditions Page 2 of 8 n 7 PERMIT NO.7033 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAOBF - H4006 — Various cove locations including Calle Chihuahua 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. Alfernative.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 penmittee 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 ht!p:Hmutcd.fhwa.dot.gov/HTM/2003rl /part6/part6-toc.htm and http://www.dot.ca. og v/hq/traffops/signtech/mutcdsupp/pdf/CA-Chap6A-Chap6F.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 Special Conditions Page 3 of 8 PERMIT NO.7033 Verizon Upgrade #15/Install-PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBF - H4006 — Various cove locations'including Calle Chihuahua and Avenida Navarro performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 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 locations. 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. Special Conditions Page 4 of 8 PERMIT NO.7033 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAOBF - H4006 — Various cove locations including Calle Chihuahua and Avenida Navarro 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. 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 densified 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 in 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.. Special Conditions Page 5 of 8 PIERMIT NO.7033 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBF - ]H4006 — Various cove locations including Calle Chihuahua and Avenida Navarro 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. 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 testfails, 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 l" 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. Special Conditions Page 6 of 8 PERMIT NO.7033 Verizon Upgrade #15/Install PVC piping & various sized hand holes for fiber optics/W.O. 0543 — 7PFAOBF - H4006 — Various cove locations including Calle Chihuahua and Avenida Navarro 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. 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 V 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. Sol] 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. . Special Conditions Page 7 of 8 v PERMIT NO.7033 Verizon Upgrade #15/Install, PVC piping & various sized hand holes for fiber optics/W.O.0543 — 7PFAOBF - H4006 — Various cove locations including Cal -le Chihuahua and Avenida Navarro 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. 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VALLETO AV. MA-t_TPJE7-. AV.t'1 Ay, MENDOZ _ s� Xy. VELKcm AV, VILLA AY, NAVART+O _ CALLE CHIHUAHUA I _ r7 ► ro0' STREET TYPICAL FOR: i� 52766 K 52775 77825 r- X 52775 52800 - 52790 52795 _52795 7 3 52800 52605 52820 52815 X J ` - 52810 52811 71�J7'+X34" t'L318'�-1a5'' SD X L_ N VAC z 52830 52835 < X 52862 52835 52840 52845 z VAC L ra > 52860 52865 X -j CIE VAC 52885 52880 52885 _j P 52900 52905 �L �►� 14 52900 52905 �Q X L_ _ � r? )K L_ F$s't-J.as" F 52920 52935 ° 52920 52935 J1 X as"s i 52940 52945 52940 52945 p L ..IL_ F 52965 0 52975 52990 pl'rl,aS"SD FP 52960 X X a'x3' X L77780 I L52995 Wa0'W-w 370' W-W 52770 52775 PL 3 'i-t.d5''S X 52790 52795 Q - PL 8 ' -10"SD 7 T 52800 52805 X PL 3S' 1-r,as' J 7 "X3cr 52816 52811 _j cl z 0 52830 52835 L_ 1 A z U Ln 17'►x3o" JL 5 2 8 4 5 > 7 F Q 52860 52865 d X n ' 1,a3 X X 52880 52885 k4tt-1.615"SD r,x „ 4 7 w 52900 52905 _j L 0 a � F 52930 mm)K X 52935 Pr.. S'S'J-t.as„0 52950 J X S 52970 52975 3S' 1-I.dS"5D 77860 � L52955 _j 337' W-W LEGEN I.- I $ORE PIT %.. E] HANDHOLE i GKOVPING BRACKE73 !�C DEMARK/PROTEC!'OR MANHOLE SOL,EY OWNED TEL. POLE }< ELECTRIC ONLY POLE 1OI NT POLE UNITS ENG.- .- D H4006 FDH 432 LU'S ACTUAL se 5 LU'S FUTURE � MDU'S ACTUAL MDU'S (FUTURE) 0 a [!BnU"S3 GENERAL NOTES 1. CONDVITSMALL BE PLACED ATA MINIMVM DEPTH OF 30 INCHES. 2. SEAL ENDS OFALLCONDVIT PLACED. 3. ALL CONDUIT PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAPE 4. 'MULE TAPE" TO BE BONDED AND GROUNDED EVEKY1000 FEEt'OF LESS. 5. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDVRES. 6. COIL FIBER AT TERMINAL AND SPLICE LOCA'nONSAS PER M&P. i 7. ALL HANDHOLES TO BE 17'X30' EXCEPTAS NOTED. S. THIS DRAWING HAS BEEN • :DESIGNED TO M&P 1.5, i F W • 11lct+t" COhti+rr�'S ��'�'"SD t���s C�wI�L 5'�u► N • ; _ F 7 52770 v AC 52770 52775 'r-J.as►'sD �s't-t.asrs© PL�s'1-r.a5"sv 52790 527 VAC - - 52800 52805 52800 52805Is' PL �►8' r-►,oZS"Sa r 3: _j''X ° 52810 52811 'J- VAC 52815 3 L_ )K C3 J L_ 52830 52835 > 52830 52823 _j _j )K z ce w W < 52840 52845 52840 52845 A A L_ w >K J r7"X3v Z z > W > 52860 F�� 52865 `� 52865 VAC I'I. �18 i-I,aS"sD 0 X L_ )K 5511-1416115b, M' 52885 PL3-t.as'�n 52880 F 52885 t 52880 PL�18'1-t.a5"sn X 1 30'' 52905 52900 52905 n,► L _j ?L.i�J.a�rl.as"s VAC 52935 52920K 3` J )KA. 171►X30'1 i )K m 52925 52950 52945 52940 L —J )K `~I�J0 VAC F 52975 529707 41Tvc, � .r, gust' • 2 •� "'i�t c ax3 52985 a'x3' >K w�W c 52990 52995 PL 'ta,as" 52990"" .j _J L '571 W- W I59' W-W a 0 a' W- W H`14o� Co-own pv-�'WtV14 VERIZON AREA: SOUTHERN STATE: CA DWION: WIRE CENTER NAME. LA QUINTA W.C.#:0543 EXCH CODE: RMT. CODE: IWOM 7PFAOBF RELATED VVO #: 71—p-j"F CONTROL #: M TITLE: 0543.7PFAOBF-H4006 TAX DST: TVVP RNG: SEC: I SAL: FILE: REV # REV. DATE: REASON FOR CHANGE ENGR: QC`D: CADD: OHM BY.1 E & OPC PH APR . I r oorur o 909 9854M DATE: SA 34= NTS PRW # 1 OF ' I ,