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5205Finance Revenue Code E-1 f� CX -77-7-7097 !ur ?fe.c?-- ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 2) For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit Class IV DATE:November 22, 2006 LOCATION OF CONSTRUCTION (Street address or Description):.15' SO.Bottlebrush, 65'.EO Washin ton, Sagebrush and Saguaro PURPOSE OF CONSTRUCTION: Install PVC piping and various sized hand holes for -fiber optics RAVN DESCRIPTION OF CONSTRUCTION: See attached maps and plans DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans APPROXIMATE TIME WHEN WORK WILL BEGIN:January.10, 2007 TIME OF COMPLETION: March 30, 2007 ESTIMATED CONSTRUCTION COST: $63,315.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: 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- 707 5. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of LarQuinta and to pay for any additional replacement necessary as the result of this work. Signature of App nt gent Verizon - Darywl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. Name of Contractor and Job Foreman Business Address Contractor's License No. ant's Insurance Company FEES: Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV N� Inspection Fee $1,899.00 Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $100.00 $ $1,999.00 Telephone No. TBA City Business License No. Policy Number blic Qmprovements: 3% of -estimated construction costs :ale i provements: 3% of estimated construction costs See attached 'schedule PERMIT NO.5205 DATE APPROVED: c7f- EXPI T DA Z0 0 7 BY: . _ _ Administrative Authority bt Ti4l Sep iPERMIT/ / -� PUBLIC WORKS DEPARTMENT APPLICATION FOR , / �oJ f1., X Date: Tract No:see attached parcel mapOrojcct Name: 0543 - 7PFA0 fqL - H Vicinity: p5'_Yo - , (,t5q pIz- Q5' iyAs/�/ Ta(J S :Purpose of Construction (Ex: Rough Grading, Offsite Street: etc.) To install PVC piping and various sized hand holes for fiber optics .Description of Construction (Ex: See Plan .Set No. 01234) See attached maps and plans Dimension Of Installation or Removal: See attached maps and plans Approximate Construction StartDate: Approximate Construction Completion Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions; materials, and debris, back -filling, compaction and placingpennancnt.resurfacing and -or replacing improvements Contact.Name: Darywl Bowden Phone Number:909-608-1358 Name -of ApplicanVOwncr: Verizo.n Applicant Address: 870 Mountain Ave, Upland, CA 91786 .Applicant Telephone. Number: 909-608-1358 Name of Contractor: Contractor Address: Contractor Tel.eplione Number: Contractor State License'N.umber: Contractor City.Business.License Number: ®- A'COPYOr, THI; CURRENT INSURANCE CI;RTIrICATR MUST BE P]tOVInI:n i6 Applicant or Contractor General'.Liability Insurance Company: Applicant. or .Contractor General Liability Insurance Policy Number.: OffIde Use Only: Lupccliori pcc: l $q 00 Office Use Only: Assigned Permit Numbcr: C J Pcrrurl i•cc: lov,�v Approval Datc: As -Built Deposit: Dust Control Deposit: Expiration Date: Issue Dalc: Credit :.::Awounl:•---.....__........_ TOTAL rEE DUI;:, — f Pej ?(e c-on • SEE / ol n moll SAXE -, - ----- ----- 0 Ps ti, MILES 19 ■20 DESERT, NOR COUNTRY CLI TA DEL v a 1S 4 I'D I r�, 019 92, i Pol OE PUTA a ZUNI R gin 5 8 W E FSIAKIA DEL SUR VISTA OEl EHTE A OVLA P IMrA OVINIA PLAZA E ON a C R ELf IEN ■ LA QUINTA H! vm AN VISTA I` NDIAN —14ft 77000 i�j,- C.OUMY. 4.yAVAPk CANYON 1 LA SINGING. P XIINTA 2 EL CL wow, IN WAGE GIRNET' p E. CLUBHOUSE P� AB Lo u ELDORADO • OUNTR I IAN v 'VIA PAZ RINE 26 25 30 AV cE7.. 29 OR INDJ�LN WELLS CD S; 3 DORADO V) VIA GRAZI I, k&PLE I CkSSIA,S7 2 MIWWRES BILVID < 4 AVENUE 7 TE QUINTA 92?10 VI PA§EO A 1A S tAN vr-_\cTSI AMID OR '4'K q; 0,Lu"Ou" LA Q U I NT 5 RANCHO _ q LA QUINTA LA QUINTA 31 'TRY CLUB Camao --- 9A COUNTRY CLUB N--� 3 2 "THEl 36 -SAN TI%_ Z. Lwi p OOE-L F, if 'ING DES RTC 35 vIr L WE STA J MANDO -ip-p, 21T-v - -Re .4 TE GATE, VIA !g L DR± L4 �OUI!F� I - SPORTS p COMEX I - -EiROCK FO L05 D'o, -zz W OR TIT r.ATE,,.v smj,t I m 8500 7 78500 -64TE 1410 .. ...... - S y RRIARWOOD 5 I T6S srox Fl� T5S 1: ru AVENUE EcorDTE -S5 ivo EK 7 OR S KVI LE GLUBHU1,13t I VIE 0 IA lil ------ -- 'A ce A,. IOA 111 NaCOVE TIVO It U1114 !Nis RM TO LA f0O_Q INTA 8- R CLUB VILLAGE uuI. RESORT' = CITRUS COURSE "U!:.9§jRINO_ 5 2 CH rA Tq. -------- 3 c3l, ITIRA :: — BEAR CREEK C` C AVENUE PARK CA OR DMIP) 4 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 farther -assistance please contact me at (909) 985-6643. Sincerely, Jim Bishop Cendera Technologies, Inc 820 N. Mountain Ave Upland, .CA 91786 (909) 985-6643 r F; 50*1 9ettiErboiogws September 13, 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 #0543-7PFAOAL-H1001 Location: La Quinta,.CA 92253 — *Sagebrush Ave. *Date Palm Dr *Bottle Brush Dr *Saguaro Dr *Lane Closures Materials: Conduit - 4" PVC ft 1.25" PVC W6; ft 1.5" PVC ft 2" PVC ft 1.25" Shadow Conduit i911� T ft Boxes - 17" x 30" Hand Holes 10 24" x 36 Hand Holes 36" x 60" Pull Box 15" x 20" Hand Holes t Construction - Bore Footage. 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C � � y b� �e N r--I.. w 0 ��.ee V 11-eo So•.. {'iS.SL f !w fit• r • £to! ® o a r ci u��rii• � � `�" ' � f aop- a �• -. - e= •e. se 1f-.. pj � es ~ `,' Lil o a a e w � • {'�S ,b F - ♦ - ' r t tif•e. twee v.oe aN•4f 1 S + � _ Vl �~ *t r � ewi y. � Jrf► ® i � Ile - � Ss.44 19.0. Sfa i- 7l.Oc � 46 v 4k L �a v � • � � ® r ® „ tJ vo.%% O � � aO w� V t v .1= Q U /9 , rH/S MAP /s FOR 4ssES9MEN7'PURPOSES oNLY l r =z SAGEBRUSH POR. 3112 SE-1/4 SEC.3/, T.5S, R.7E' rRA. 020-o z 646 -31 OVO020- 079 020-092 020-105 AVENUE s9Q;e, �., ., o-� azc.as� cao-caa 9raart aro.a9 atc_,1„ 3// , KA/SAN 4 S 6 7 8 9 to // i /2 /9 14 4 is Ile= 17 /8 /9 ZO 8l 22 23 P9 23 . na o000000 /7 /8 /9 20 2/ 22 23 24 25 0000�000 I®I' O 47 46 45 44 43 42 4/ ,000000 40 39 3B O 36 . ©5 34 33 32 3/ � ' 29 28 27 26 V , 46 i 47, 46 1 45 44 43 42 4/ 40 39 38 37 36 35 34 33. 32 3/ 30 ' 29' 28 27 26 ' JVAa r+ 5/31 53 { 54 , d5 56 ! ' ;T 58 59 60 61 62, 65 , 66 67 , 68 ' 69 i 70 ; V 72 ' 73 + 74 = 75 a/--,,, 0.12AC 15 /6 2/ 2P "a 99 ".O ' 4B 4T 46 45 4� 43 42 4/ 40 39 O 36 35 34 O 32 3/ O 29 28 ?T 26 Q , ' 96 95 94 93 88 87 86 ' . 85 ' 94 83 ' BP 8/ 80 78 T8 77 76 /00 70/ AUG 0 51999 103 /04 105 'LO 107 108 + !09 + 110 111 112 . / /!4 /15 q//6 • //7 . /I8 . 1/9 120 12/ l2a /23 /$4' 125 I� EX. to P/2. /3 /4 /5 ` /G 1T 18 /9 2�j 21 23 EX. 24 £K 25 ,! ri, •�:. ~,/ ` ogre At0Au naMea a/9J :l/. a 49, $7. /4/42 RR9 11A O� .712-2 52, S1 99a /Y-49 53, 31 - 04mw WAOa/NOtONdr. P/>)6/0 d.91-f. d19•DO 4 sf c C A 90 . 070 ' rf9J ASSESSOR S MAP BK. 646 PG. 3/ RIVERS/OE COUNTY, CAL /.4 Afbt 22153 Desert • Club Manor rrOO No. l R.G. SEA.'92 tv a ;222ri CPI o - V :b y`' I �Y h °i 90 tp i I sz� _ It O �• a GOP � � V w • •• o i Ill a roo.s Eby a y� � . ro + ar - V• Lu 40 w /a .a b I c Fnf /oa si p w /oa.o 6 lk O O w MAO O °. h- S L.� O loae ; '� �� /03•s /oR0 xR oall eb Ba a m VV •� s3•17 e' U OA tp Jig o g o y 5 -o /AS.O /.S /P�•F /PS. ASH-6 �' /•D -5 7S.o b 0 b VV vw 1 Vti O o MIS MAP /S POR fe T.RA. ORO-aV 646--03 ASSESSMENT PURPOSES ONLY POR N112 SW//4 SEC 3/ T. 5 S R. 7 E 020- 042 617- 68 a POR SE 114 SEC 36 T. 5S. R. 6 E. ^y Q b 5 B0" Q3'W aa. 9i.OB CO/SeC.?3i.Yd — ._ _ .— � —_ _ � ='f f 9L i P• SD h ^ 0 � V O b N 4 mb � JO."Ac., . os o. rs�a yob c ke � v \ c•r49.r9 � K � s.r.7v rp a a 4 .o ' parr waniir 6vmJ I u,' b q iv Lot,? * dd [Do I s t1 b� ftD O tLa J � �. � � ?• NOl� + 1 +� , ® e F O.fitat s10•io I GA ,66.01 20c. 47 v 34-4 IfAd �.�,R. � Oj �-8-r —.� 1 a lw I / r ojrj' rosB/u Hear/ao R.S.47/4S we io/"e M. B. 56/71-72 Treef No. 3485 j I ae ra/gyp ' UfW/10 Co. Ar p!r/ 77I K Mr rl/7r ASSESSOR? MAP SX 646 FS.03 cu e�-osi RIVERSIDE COUNTY, CALIF. as SEP.W M/S MAP /S JVOR T.R.Q. 020-aV .646--03 , As:TEssmrNT PURPOSES oNcr POR NI/2 SWI/4 SEC.31 T5 S. R. 7 E. 020- 042 6/7-6e a POR SE 114 SEC 36 US R. 6 E. f ' WI 02 V S 8q-4,3'w aa9l.e� i n. � CO15AC 31.Yd — �_ /9!. 9t I i'88a6f► h Q I / �- � — — � ..r .� i�ee,as o � •fig 200 ' ors ,Y8➢*fi6 E 4, sb z 33 Va" / rr 90.09Ac! V I O.Js/e� 1 yob o � V \ a-r¢9.19 /rr/ wt*ti�r Ovml V, b K Ir Lot 2 a � o I � 6 m O.ri4! Q� y / Is •N AIV.Io e.� �d 6•89 20 r.. da e , l w � . o.rtO sas ,6d,Q6kf�- DR. All .d r- � IQ �r AKA• Mega/ mega/so Meet/sl S.A47146 .Ars/s� � wesiiit M•B•56/7/-72 'S TiOCf N0.348 V*M/to Co. Re olel YYt K - MAN/te ASSESSOR�F MAP BX 646 Pg.. 03 dUlo 80-0" RIVERSIDE COUNTY, CAU I Rr. sEP.9P I � ti I � CJ r 3 I I � cn 3 a 5�'. �°•°-� � m� � N y eb 3Yfb a I 1 '11 II I I� I I V oq s` s r� w _ AVENUE50 Y Y: tt S'x� N o 11:1D8 0 NOOE)>0 N 4 m V 1 e A fit' -9 al - 3•=c a°= IS Z o v�i � y n oaoo Z Q 8 m �Yv 99 .s �o 9 I i t 1 1 11 m. A MATCHLINE A R _ _ S ea�F m n I . P �. �X �Z-C 10c y v , 3 r fi' N O .. pp i , € g � f gq.? � ®� �� ®J �o 11 Oe o No0p>0. z m (V o (fftl� a �9�C6 Z IV, WATCH MANUAL 'ABLE I I. Yme,a ppproocM1 apapeo o c Ion, o6vanev n ning ebgaer in wp�OnYaraea.m 495 It. aPvcin9 an6r Pmcea 2. E- awanca norninq va0n I1ba b oa 'ppoa n0 al 1 oat tno Il�pgl for a'time c1 �v v. E-, Ik a null De I6 in. 10 in.oin l6 f a wngelo lu,preaccm rca-trwpo n eaor. floalinq 6eocbna ahWl De keen 1 Ina locbt;om moSplva ICr kna elofura Cw;np noure of Ooefnem. 3.A C14 (CA) -END ROAD Mn" 6.n, bpp,op,;me, trap Pbc< at M v •1 to oe doaury uNee9 Ilw om el nw oo h opvuuf. ar erma A;tAn a b,qa, CroAcl i Ern;Y. 4.11 Ibv W20-1 sqn vwm 10- .nn;n 600 m of c w l W20-1 or C I I (CA) "ROAD WURN KM Mars*. of o Cm (CA) iqn la, thv 1✓ct amanm vvn;nq 6qn. s. NI c -d icy to a bur bq Ire nap oo faYob n om6�n(o �kaven) p bPecRvn in to apocilicbl;ona. 6. PoYob10 Ocgncbltre, plocco al one-M11 Inc apocmq ;n6talaa Im tmuk cmef ,rmy m afan ,n.man m- conaf la aaylLna ckavrof only. 'l.F-hl, error 69n tWl w eilhar Typo I ar TM I i. 6. Ina - m a cmop between ca f abnq a pp Nob ea 50 11. 4 Iong a lopernchall by opprn4Zllvly m flmm n lobk l., 5, ror opyravcn apav6n war SO mp u+e Iha 'irollk Convol System for tone Crown 0n aob�wprW roro Ef wonnayi plop Iw bno anu.v quucmenlo. 1111- 'r E in IRA tpecbl prwhhnt. o F/ iN:E = ( bd vign a to ea D in pace nl u,n c2o (at+c,ff weE Bosco nNEAD• .ly,. • 4af Appraich Y;Nmum cpoc;np ' SPe•a l _ danp toper SIGN PANEL SIZE (Min) A❑ 35 n . 35 ;n ❑6 36 in x 36N © 30 k . 30 n D� 36 n • 18 in NOTES Unbst ampr•ha apac:l;vo ;n b fpvcbl uei6om. b lompora wmNn 0 obc\ IlgaiW on orgige9baco l.grounY. Cbelom;a ov Bra awiq-w by (CA). CIM111•;eo, bftterW Coco. plo anon.. LEGEND • lrallk C. f rempprory sw . �-- a�eelkn of r,n.nl ® .o Wnq rYro. 5 v (rAS) a`1ce, rAs s -,1 w ".1 -FR- Porta6k Fo Map &- jZO 03 3 0�'3 VERIZON LEGEND BURIED PLANT (� IYltm rn LX, n[c[uuour [csurxu Q louof cAfLDurfmre[mrm 8 W[WLT GLLOYT Ytr[[tNC[ ,DIW INAL G\LDYT [tre[mm Ilo6t OltT[I[YTIOtl 1m[IrDN1 0 Imw NANDNOId ^�. Gw WWNo1A r t—,-KOD--1 GOlvalo aD Q GOIO IRA CDNWIT AERIAL -a VOW- -- _ rota �q- mw[ auT -(J- Noll ORA4 T GENERAL Q NOrO1T ADD[tlt true rllOrotm llYlmma YMO — roN [DufIDA[r -Cr- CU" r.Ca -car- DDOD or r.vefmin -rn- ralma Ulm -•-- [IOMT or wAY -COY- C YMIGTOMt YM6 -ORN- tTO1W ODrUM Yfm -OAo- oU Yfla -RM- rOYm[W16 tAMRMTtiDYa[Yfm- - warm u[[ f-++a wuDADTuua -.- cortlm Iola 6 '�. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 4472 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 centerline of all streets or property lines when included shall be completely tied out so they may be readily and co ' rrectly, 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 fumished 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 p avement 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 BACKIFILL 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 w ' hich 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 BACKIFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three. feet (T) 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 BACKIFILL 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 (6) 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. R1 8 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) teston 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. R1 9 COMPACTION TESTS: If so required by the I nspector, compaction tests shall be made for each crossing or service line. 3ne (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 Sectons 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 thr.ee-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 STRE ET 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: T ree 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, fiagmen 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. 5205 Verizon Upgrade #3/Upgrade Network/Bottlebrush-Washington-Sagebrush In addition to the standard permit conditions, the following shall apply: L Pursuant to Section 14.16.320 of the La Quinta.Municipal Code (Ordinance 10 § 1 (part), 1982), 411 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. 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 im . provement prior to sign off of their encroachment permit. 4. The permittee sh * all not install improvements with the intention of providing video transmission servi cies 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. No stockpiling of any materials will be allowed within the City RAV without an approved permit explicitly stating the use for stockpiling and/or storage. 9. The following city streets obtain a newly placed slurry seal and cutting through these streets will not be allowed without the approval of the City Engineer. a. See attached after page 7. 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 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. The individuals identified on this list shall be capable of responding on any work day and within I hour of any work day. Special Conditions Page I of 7 ' PERMIT NO. 5205 Verizon Upgrade .#3/Upgr:kde Network/Bottlebrush-Washington-Sageb.rush 11. Door hangers shallbe ' 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 aind 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 I st to April 3 0: 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. Sat urday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (includingsetting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) bef6re 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. 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. Special Conditions Page 2 of 7 PERMIT NO. 5205 Verizon Upgrade #3/Upgrade Network/Bottlebrush-Washington-Sagebrush 18. This permit is not valid until the permittee sub rits, 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 § I (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 pennittee 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. I Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed at hi!p://mutcd.fhwa.dot.gov/HTM12003rl/part6/l)art6-toc.htm and htlp.://www.dot.ca.gov/hq/traffops/si2ntech/mutcdsppp/�df/CA-Chap6A-Chqp6F.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 § I (part), 1982), street closures shall not be perm. itted. A minimum of two (2) travel lanes of paved surface shall be maintained at aH times. Special Conditions Page 3 of 7 PERMIT NO. 5205 Verizon Upgrade #3/Upgrade Network/Bottlebrush-Washington-Sagebrush 21. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4.133. 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 sati sifaction 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 Pu * blic Works front counter phone at 777-7075 or the Associate Engineer at 777-7089 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 be ' en 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 construi ction, the name of the C ' ity 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 Work * s Department, attention. to the Assistant Engineer 1) of the private land owner whom is being encroached upon. 27. Prior to performing constructio - n 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 offifte debris to a certified I a*ndfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. Special Conditions Page 4 of 7 PERMIT NO. 5205 Verizon Upgrade #3/Upgrade Network/Bottlebrush-Washington-Sagebrush 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 1. If the a rchaeologist 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 vialid until the permittee submits, to the Public Works Department, an approved traffic control planat least 2 weeks prior to �tart 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 aff�cted 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 dela YS. 32. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (part), 19 ' 82), 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 compactionj Achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction viajetting 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 duet.o soft, spongy or other unsuitabl'e 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 riange 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 Special Conditions Page 5 of 7 PERMIT NO. 5205 Yerizon Upgrade #3/Upgrade Network/Bottlebrush-Washington-Sagebrush 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. 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 Pennittee'. 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 backfill1ed,- and temporarily paved if within thd 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, fighting, etc., shall be replaced to its original condition. 35. Access and egress to all local properties shall be maintained at all tin es. 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 beyondtirench 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. Special Conditions. Page 6 of 7 PERMIT NO. 5205 Verizon Upgrade #3/Upgra'de Network/Bottlebrush-Washington-Sagebrush C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved V2" 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 uninilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overla ' id 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) f6et 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 1/4" max medium asphalt concrete shall be installed firom saw -cut edge to saw -cut edge flush with the existing street surface. The base course4ift 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 inkind. The finished, pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. ' 37. Pennittee shall perrinanently 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 i ' f 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 perinittee 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 pennittee 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 PROJECT LOCATIONS AND LIMITS STREET NAME FROM TO SQUARE FE-E-T AOams Street Adams Street'_Jj�`B/SB NB/SB Westward Ho Drive 102,600 Adams reet iles Ave n1s - La Palma Ori�e -sis 98.475 TUden Circle' NB/SB La Palma Drive s/s Fred Waring Drive s/s 48,300 Arbola Cirrie E81WB EB/WB Seele Fronterra Drive End CDS M.880 Arosa ay Arosa Way Villeta Drive _s/s La Palma Drive n/s 13,719 10,080 Ashley Place EB/WiT- La Palma Drive s/s Carrie Lane e/s Sanita Drive n/s � �hiey way Wo/s 10,440 Ashley Wa lAv6nida NB/SB 0 Place n1s Desert Siream -Drive s/s 28,800 7,740 Ashwood Court NB/S B E !Ba E Bayberry Avenue 6/s e Aven e CDS Alvarado NB/SB B Calle r an 0 0. Calle Durango n/s Calle Sinaloa s/s '19,840 Avenida A17arado Nb/�iB /S I - A Ile Siuna a nu Ca 0 s Avenida Montezuma s/s 20,800 Avenida Alvarado jqB_/SB Avenida Montez-uman/s Galle Yucatan s/s 12,800 Avenida Carranza NB/SB Calle Durango n/s Calle Sinaloa s/s 19,680 Avenida Carranza NBISB Galle Sinaloa n/s Avenida Montezuma s/s 38,400' Avenida Carr-anza NU/58 Avenida Montezuma nts COS -Calle- 20,96Q Avenida Car-tez NB/SB /S Calle slrl6l3a _S/S. 20,OOQ Avenida Diaz NB/SB Calle Durango n/s Calle Sinaloa i7s- 19,840 Averfidat Diaz NB/SB Calle Sinaloa n/s Avenida Montezuma s/s 14,400 AveniFa fff-a-z NBISB Avenida Montezurnan/s Calle Yucatan 61s 22,080 Avenida Juarez- WB-/SB Calle Durango rds Calle Sinaloa i7s- 19,840 Avenida Juarez- NI3/SB Calle Sinaloa _n/s Avenida Montezuma sts 12,160 Avenida Juarez - NBISB Wv-enida Montezuma ri�s Gallo Yucatan s/s 23,680. &venida L Fonda Ed/­WB Desert Club DRve _e/s Washington Street w/s 0 Avenida Madero NB/SB Calle Durango nis Calle Sinaloa s/s - _____.�3,68 20,460 Avenida Madero NB/SB Calle Sinaloa n/s Avenida Montezuma s1s 9,900 Avenida Montezuma NB/SB 'i7B-/SB Calle Ensenada s/S _�a�lleDuran�gonls 39,750 Avenida Monte-zuma. Calle Durango n/s Avenida Rubio wts Avenida Montezuma EB/WB - Avenida Rubio w/s Avenida Cairranza w/s 37,120 AVenida'Montezurna EB/WB Avenida Carranza w/s Eisenhower Drive �_v/_s 47,175- Avenida Montezuma EBIWB Avenida Juarez w/s Ave��ida_Alvarado 30,400 Avenida MoRI-es N B_/SB Avenida Montezuma s/s Calle Durango nis 19,200 Avenida Obregon ' NB/SB Calle Durango n/s Calle Sinaloa s/s 19,840 Avenlda�Obr a� re on, NBISB Calle Sinaloa n/s Avenida Wo-ntezuma-s/s 28,000 A I ven da Obregon NB/SB Avenida Montezuma n/s Avenida Montezuma res s n Ida Obregon NB/SB Avenida AJvarado w1s CDS .2,880 18,763 -venida Ramirez NB/SB1 Calle Duran o n1s Calle $Inaloi -sis' 19,520 Avenida Ramirez NU/S-B Calle Sinaloa n/s Avenida Montezuma s/s Xv-ehida Ramirez* NB/SB Avenida Montezuma nis CDS 22,624 TV-enida Rubio. NB/SB Calle Durango n/s Calle Sinaloa s/s 19.680 Avenida Rubio NB/SB Calle Sinal6a, n/s Avenida Montezuma s/s 17.120 Avenida Rubio.,- NB/SB Menicla Montezuma nts "Ealle -Yucatan s/s 19.680 Avenida Vallejo NB/SB__ Calle Durango nis Calle Sinaloa s/s 20.625 Avenida Vallelo NB/SB ' Calle Si"oa n1s Avenida Montezuma .42,735- Avenida flejo NB/SB Avenida. Montezuma n/s CDS - 24,340 Avenida Velasco NB/SB Calle Sonora s/s- Calle Du"n o n/s. 18.400 Avenida Vblasco NB/SB Calle Durango s/s, Calle Sinaloa n1s 19,840 Avenida Velasco NB/SB Avenida M ZDS 23,549 Tv-6nue 47 EB/W8 Washington Street e/s Adams Street w1s 108,145- Bayberry Lane EB/WB Coldbrook Lane e/s Deerbrook Lane w/s 30,600 BayberrVLane. EB/WB � Deerbrook Lane e/s Sunbrook Lane w/s, 7,920 Bayberry Lane EB/WB Sunbrook Lane efs Adams Street w/s 4,680 Birbhprwt Circle. NB/SB _qB_1SB Bayberry Lane n/s, La�rry Lane n/s 44,800 Blazing Star Lane Star Flower Trail n/s Buffercup. Lane 38,1*60' BlazlrigStar Line- EBIWB Buttercup Lane w/S Dune. Palms Road e/s . 29,520 Bradford Circle- Seeley Drive End BrIdgette Way INB/SB lDesert Stream n/s Mi �IesAve 54,000 Page I C V-3. C' �- (_ , Q'j "�� C i ? PO. 2006-Ok Buttercu Lane NB/SB 'End lazing Star Trail n/s 14,400 Buttercu Lane N5/­SB Blazing Star Trail sts MM��ld Lane n/s 13,440 Calico Circle �5ille -Durango NB/SB Blazing Star Trail nIs CDS 19,159 �alle -Quate;iala NBISR Eisenhower Drive e/S nida Bermudas w/s 40,000 �71le -Kidal NB/SB Avenida Nuestra n/s--- Tvenida La 'Fonda S/s 19.840 .go EB/WB Avenida Obregon e/s Avenida Carranza wFs- 7,200 Calle Hidalgo EB/WB Avenida Carranza els Avenida Ramirez W/S 7.040 Calle Hidal o EB-IWB Avenida Ramirez -els -Avenida ValleL��- 7,040 Calle-Hidalgo EBIWB Avenida VV� Avenida Herrera w/s 7,040 Calle Hgami-o EBIWB Avenida Herrera e/s Avenida Velasco -W/S 7,040 Calle Hid 1 0 ag [Calle EBIWB Avenida Velasoo e/s 'iWn -91 -hower Drive w/s 7,040 Hueneme Za-Ile R`B/SB Avenida Nuestra -n/s Avenida LaTonda -s/s - 19,840 0 j�-B/SB Avenida Nuestra nis Avenida La Fonda s/s 19,840 Calle Jacurnba 'dille iTB-/SB Avenida La Fonda sis Avenida Nuesfra -n/s 19,840 KaUma NB/SB Avenida Nuestra n/s �D-S 22,999 Calle ta-mplco EBIWB Eisenhower Drive -e/� Avenida Berm5das -w/s, 77,880 Calle Yucatan Avenida Alvarado w/s W-enida Juarez els 27,040 Cameo Palm brive uingM2 Palms s/s Highland Palms n/s -'55,680 Camino AzuI NB/SU CDS Camino Rosada n/Fs 33,230 Camino Del Oro EB/WB Ocotillo, Drive wis Camino Azul els 1,600 Camino La NB/S§7- Camino Del Oro n/s 16,439 Cainterfa Drive ffg� �B Ocotillo, Drive Ws- CDs 14,999 Canterra Drive EBIWB Ocofillo Drive w/!�---- -Milago Drive 20,480 Carmen Place NB/SB Villeta-- CDS- 12,525 Carries Circle EBIWB -Seelev Drive CDS 19,800 Canie Lane NB/SB Victoria O-tive S/S Ashley Place sts 18,900 �indy Court� -Lane �-B/WB Debbie Drive W/S CDS 14,679 Coldbro6k NB/SB Mileis Avenue s/s Sunbrook Lane n/s 5,400 Coldbrook Lane NB/SB Sunbrook Lan; -s/s Rockberry Court n/s 57,060 Crestview Te NB/SB Highland Palms sis Cameo Palms nts 3.160 Crlptol PI e NB/SB Villeta Drive -Blazing COS _L_ 10,125 Dalea,Circle N67/-SB Star Trail DS 16,919 Debbie Drive NB/SB Victoria Drive n/s Kristen Court n/s 40,320 Desert Air Drive NB/SB- am n/s 43,279 Desert Crest Drive. EBIW-B- Desert Air e/s Dune Palms Road �w/s 42,180 6 sert Ea le Court NB/SB Desert Str-eam CDS 20.480 Desert Fox Drive NB/SB Desert Stream rds Desert Crest Drive s/s 27;750 Desert Fmob-ave NB/SB Desert Crest n/s CDs 16,480" Desert Hills diiUrt NB/SB Desert Crest nts CDS 16,640 Desert Rock EBNVB Desert Fox W/s 'ED-S- 18,6791 Desert Sand Court NB/SB Desert Crest n/s CDS 16,480 Uesert Stream Drive EB/WB Dune Palms Road w/s - pn idgett Way w/s 52,355 Desert Stream Drive EBIWB Bridgette Wav w/s Carrie Lane efs 38,480 Desert View Court NBISB Desert Crest nis .7 -�-D-S 16.48 0 Desert Wind Court EB/WB Desert Air e/s CDs - 19,959 Nane Drive EB/WB Andgette Way w/s rk Debbie Drive els 2.755 Diane Drive EB/WB Debbie Drive w/s CDs 11,200 Eisenhower Drive Calle Madrid s/s - Avenida Bermudas n/s Eisenhower Drive NB/SB Ty-enidaMontezurria s/s Calle Sinaloa s/s 83,040 Eisenhower DRve- Calle Sinaloa s1s Calle ogales s/s Eisenhower Diive Calle Nogales s/s Calle Colima nts Eisenhower Drive Calle Colima n1s Calle Madrid s/s Forbes Circle Seeley Drive els Via Coronado e/s 19,8�80 [Foxtail Circle NB/SB Buttercup Lane Vs . CDS . . . . . 17,879 Fred Waring Drive EB jJefferson _Tp-aimRoyai Streetw./s Dune Palms Road w/s 185,500 I Fred Waring Drive w/s Washington Street e/s 114,375 Page 2 Fronterra Drive NB/SB Ocotillo Drive s/s Laderra Drive n/s 18,240 Goldenrod Circle NB/SB_ Buttercup Lane nts CDs 20,759 Highland Palms EBIWB Washington Street wIs End 38,720 iris c6uft, ., EB/WB Blazing Star Trail w/s CDs 14,679 IrMn Circle EBIWB North Harland Drive CDs 23,565 Kara -Court EB/WB_ Bridgette Way W/s CDs 12,800 Kaye Court EB/WB Debbie Drive w/s CDs 14,679 Kristen Court EB/WB Debbie Drive w/s CDs 14,679 La Palma Drive EB/WB Adan)s Street w/s Las Vistas els 57,600 La Palma Drive EB/WB Camino Azul w/s- �kd­ams Street e/s 6,440 Ladera Drive EBIWB Los Manos Drive wIs Fronterra Drive nis 12.600 Ladera Drive EB/WB Fronterra Drive End 18,360 Lake La Quinta EB/WB Washington Street Caleo Say 9.560 Las Vistas Drive NB/SB Fred Waring Drive S/s Villeta Drive n1s 28.690- Tas Vistas Drive NB/SB Villeta Drive s/s Sanita Drive n/s 22,140- Latigo Circle EB/WB Los Manos Drive e/s CDs 12.439 Laurie. Court EBfWl3 Bridgette Way w/s CDs 16,119 Los Manoi Drive NB/SB Miles Avenue nIs de-orilb Drive e/s 33,600 Lowe Drive EB/Wl3 Seeley Drive w/s North Harland Drive w/s 30,240. jZlla Circle NB/SB Ladera Drive CDs 8,919 Marguerite Court NB/SB Star Flower Trail nts CDs 16,279 Marigold Lane NBISB Blazing Star Trail s/s Buttercup Lane sIs 31,200 Madposa Court N6/S­B _Blazing Star Trail nis CDs 17,239 Milago Drive NB/SB Canterra Drive s/s Ocotillo Drive nts 11,200 Nolan Circle EB/WB North Harland 5rive CDs 22,694 North Harland Drive NB/SB Miles Avenue n/s West Harland Drive sIs 36,000 Pala Circle NB/SB Canterra Drive s/s CDs 7,639' Park Avenue NB/SB _ Calle Tampico nIs Big Horn Trail n/s 109,200 Parkbrook Court EBIWB Birchcrest Circle wts CDs 11,405 Ramblewood.Court EBIWB Sunbrook Lane - End 13,719 Saffron Court NB/SB Star Flower Trail nIs CDs 16279 Sanita Drive NB/98 Arosa Way s/s CDs 65,039 NB/SB Villeta Drive nts Villeta Drive n/s .40,320, Sp ngbrbok CiTu-rt NBISB Sunbrook Lane n/s CDs 7,799 Star Flower Trail '§ummerbrook EBIWB Dune Palms Road e/s CDs 46,679' Court EB/WB - Coldbrook Lane w/s CDs 8.279 Sunberry Court NBISB Birchcr6st Circle nIs CDs 5,376 Sunbrook Lane NBISB Bayberry Lane sis Ramblewood Court e/s 54,900 Sunbrook Lane NBISB Ramblewood Court CDs 41,�19 Sweethush Lane NB/SB_ Buttercup Lane nts CDs 20,919 Tiara Place NB/SB Villeta Drive n1s CDs 11,799 Tortola Circle NB/SB Ladera Drive CDs 8,759 Verbenla, Drive NBISB Star Flower Trail n/s CDs 16,279 Via Callente EBfWB Via Del Monte e/s End 12,580 Via Coronado. NBISB Forbes Circle s/s CDs :10,119 Via- Del Monte NBISB Via Sevilla sIs Via Caliente s/s 11,655 Via Del Sol NB/SB Via Sevilla nts CDs 9,584 Via Sevilla EB/WB Via Coronado wIs Washington Street e/s Victoria Drive EBIWB Bridgette Way w/s Adams Street e/s 42,180 Villeta Ddvd NBISB Sanita Drive nIs Sonesta Drive s/s 129,600 Violet Court EB/WB Bridgette Way CDs 16,119 Washington Street NB/SB Calle Tampico n/s Avenue 50 n/s 205,540 Washington Street Frontage NB/SB Singing Palms n/s Highland Palms n/s 54,000' West Harland Drive ' . arland Drive e/s Las Vistas e/s 30,060 Willow Court - ' NB/SB Blazing Star Trail sIs CDs 13,879 Senior Center/Library Parking Lot 67.550 City Hall North Parkin Lot 20,250 City Hall South Parking Lot 68,000 Totals 4,974,864 Page 3 I . - w VERIZON LEGEND BURIED PLANT BORE PIT U) FIBER CALLOUT REFERENCE z HHIMH CALLOUT REFERENCE 0 SPBDUCT CALLOUT REFERENCE z TERMINAL CA LLOUT REFERENCE m FIBER DISTRIBUTION HUB (FDH) U) I NEW HANDHOLE M NEWMANNOLE 1001 SLACK I STORAGE LOOP - 20' __X G ROUND ROD - 80'- CABLE IN CONDUIT 40' AERIAL PL FDH 432 POLE ANCHOR PL FDH 432 HAND HOLE ASSEMBLY POLE 36"X36"X36"- M# 11014049 DOWN GUY PL 25D GROUND RISER DETAIL GENERAL RW PROPERTY ADDRESS SPLICE ROW PROPOSED RUNNING LINE FDH BOUNDARY CF —CF— CURB FACE 65' —EOP— EDGE OF PAVEMENT —F/L— FENCE LINE RIGHT OF WAY 20 BOTTLE BRUSH DR GUARDRAIL cr) (D —COM— COMMUNICATIONS LINE —D RN— STORM DRAIN LINE —GAS— GAS LINE —PWR— POWER LINE CF —SAN— SANITARY SEWER LINE, —WrR— WATER LINE —ROW RAILROAD TRACKS CENTER LINE Lo cn LOCATE INTERCEPT EXISTING 362'-4" PVC STUB 8—A—M Undergmund Iaoo.=--6m WAM CALIFORNIA Pg.#: S49 Grid#, GS MH 35 c__ 31- LA QUINTA 47'-- LA QUINTA 0143 *3 JIM BISHOP I f FACIAL IM BISHOP A I I c� w MEN$= 1001 E=�KM� �Tf 4 VERIZON LEGEND BURIED PLANT - 0 BORE PIT AFIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE BUBDUCT CALLOUT REFERENCE (D TERMINAL CALLOUT REFERENCE 6-"w FIBER DISTRIBUTION HUB (FDH) ASIPMALTSURFACE VANES NEW HANDHOLE I—RAMR—OTIMBRAIRMTROOTBIMS. 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A ��W=M OCION APIALS, AWMAINTAIXIMASOM BELOW M�ANDMRMM xuaws� as Al, ZL SELL AT��w� TRENCIBNO A�WVMM� CONFACT CONTNIACTOBBELL AIL J71,111A BL Ar�rnwr� 01OURNOTOw—'umvervamaxim, 42an HwoHr 20"DEPrH 24.5"WiDrH 75 � �8, PEDESrAL mouNr 1441216 FDH ' 42wHEtoHr 20"DEPTH .24.5" WIDTH 0 1 75 L#�.:] � PEDESTAL MOUNT 2161288 FDH 31"WIDTH 40"HEIGHT 40-DEMW '115 LW. PEDESTAL MOUNT 432 FDH 8"'X 12" OPENING RAE MAn -60. PAD FOR FDH 144y 216y 288 & 432 CABINETS BURIED PLANT 0 BORE PIT AFIBER CALLOUT REFERENCE HNIMM CALLOUT REFERENCE SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER oismBtrnoN HUD (FDH) 0 NEW HANDHOLE EM NEW MANHOLE BLACK I STORAGE LOOP GROUND ROD 25ohm CA13LE IN CONDUIT AERIAL POLE ANCHOR POLE DOWN GUY RISER DETAIL GENERAL Riiil PROPERTY ADDRESS SPLICE PROPOSED RUNNING LINE FEIN BOUNDARY —CF— CUM FACE —EOP— EDGE OF PAVEMENT —F/L— FENCE LINE RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STOW DRAIN LINE --GAS— GAS LINE —PWR— POWER LINE —SAN— SANITARY SEWER LINE —WrR— WATER LINE RAILROAD TRACKS CENTER LINE hm,"" � vemmm JUOIA STATO, C-1 FORNIA Po.0: 849 GrId#:G5 LA QUINTA CENTIM, LA QUINTA FIRLDED", ' — w jim jusHop fOFAOAL 8/14106 -P JIM BISHOP IlICALE 8114106 N.T.S. I FDH ltl� COU� OF RIVEMIDE Hlool ENCR ACHMENTPEWIT FTTP FIBER DIST. 1104M —9iQ7*-4QK ro W1 Z W?.0 tO See Notes 2 and 4 C20 (CA) (Ri) Ei W20-1 Advance warning signs, !ee Note 1 MINIMUM RECOMMENOED DEUNETOR AND SIGN PLACEMENT TRAFFIC" SPEED TAPER LENGTH (EACH LANE) DELINEATOR StACIto SIGN SPACING (ADV.CE OF TAPER & GETMEEK 31cH3) lIU11ER SPACE IM F uWCER VAII.) - TAPER TANGENT 25 MPH (40Kn/li) 1W it 25 11 Is.) so H (8�) 55 ft (151) 30 MPH (45—/H) M ft (60n,) W It (9,n) W " ('s.) 2. 11 It (W.) 35 MPH (WKI/H) 250 It (75n,) . 11 (11,n) 70 it (21,n) 2W It (75.) 120 It (45,n) 10 PH (60—A) WO 11 010n,) 40 11 (12,n) W it (24,) me ft (" or,) 170 11 f—) 45 MPH (70K./H) 5W it 070�) 45 it (14,n) so 11 (211) LOT 22. 11 P*i 11 (Isa,n) W It (15.) 100 11 2M It MPH (.5—mr Tom _fi(=�) 11 (15,n) too H (W.) oco it (=n,) it (1�) NOTES: -REFER TO SECTION 8 OF WATCH MANUAL FOR HIGH SPEED SITUATIONS. DISTANCES SHOWN IN PARENTHESIS ARE APPROXIMATE. 85TH PERCENTILE SPEED OR AS DIRECTED BY THE ENGINEER VA. I j \ - — —ce -.-.> -.A - W15 TABLE I Approach Speed Minimum L * Max s pacing of cones along toper m7h- Ft Ft 19 125 20 25 125 26 31 322 33 37 322 40 43 600 46 50 600 50 See Note 11 Use L for lone width s less than or equal to 12 ft. See Note 10 SPEED LIMIT 45 MPH NOTES aA L\.j a 1.Where approach speeds are low, advance warning 6. Portable delineotors, placed at one-half the spacing signs Toy be placed at 295 ft. spacing and placed indicated for traffic c ones, may be used instead of closer in urban areas. cones for . daytime closures only. 2. Each advance warning sign shall be equipped with 7. Flashing arrow sign shall be either Type I or Type 1 1. at lea st two flags for daytime closure. Each flog - sh all be at least 16 in. x 16 in. in size and shall B. The maximum spacing between cones along a tangent be orange or fluorescent red-oronge in color. shall be 50 ft. and along a toper shall be approximately Flashing beacons shall be placed at the locations as shown in Table 1. indicated for lone closure during hours of darkness. 9.For approach speeds over 50 M ph, use the 3.A C14 (CA) -END ROAD WORK" sign, as appropriate; "Traffic Control System for Lone Closure On shall be placed at the end of the lone closure Freeways And Expressways" pion for lone closure unless the end of work area is obvious, or ends details and requirements. Within a larger project's limits. 1OWhen specified in the special provisions, a 4. If the W20-1 sign would follow within 600 m of W4-2 'LANE ENDS" symbol sign is to be used in a stationary W20-1 or C11 (CA) "ROAD WORK NEXT place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. MILES". use a C20 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of darkness shall be fitted With retroreflect;ve bonds (or sleeves) as specified in the specifications. ;I 0, SIGN PANEL SIZE (Min) An 35 in . 35 in nB 36 in x 36 in nC 30 in x 30 in nD 36 in . 18 in NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall hove black legend on orange background. California code ore designated by (CA). Otherwise, Federal codes ore shown. W Z W LEGEND 0 Traffic Cone Temporary Sign —0— Direction of Travel = Flashing Arrow Sign (FAS) 6-0-o FAS Support or Trailer * Portable Flashing Beacon WERIZON LEGEND BURIED PLANT BORE PIT AFIBER CALLOUT REFERENCE E] HKININ CALLOUT REFERENCE 0 SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERIENCII FIBER DISTRIBUTION HUB (FOH) NEW HANDHOLE M NEW MANHOLE BLACK I STORAGE LOOP GROUND ROD CABLE IN CONDUIT AERIAL f POLE ANCHOR POLE DOWN GUY RISER DETAIL GENERAL PROPERTY ADDRESS SPILICE PROPOSED RUNNING LINE FOH BOUNDARY -CF- CURB FACE -EOP- EDGE OF PAVEMENT -F/L- FENCE LINE RIGHT OF WAY GUARDRAIL -COM- COMMUNICATIONS UWE N RI -DR - STO M DRAIN UNE -GAS- GAS LIKE -PWR- POWER LINE -SAN- SANITARY SEWER LINE -V,rrR- WATER LINE RAILROAD TRACKS CENTER UNE C.11. -.max I CALIFORNIA ILAQUINTA I � I "LA-0—UINTA 1 0-543 7FFAOAC CM *F luk QUIMTA V3tIC6t0ACM%!IEMti PEMn P`r1rP Fla" m. IRCHU're I er—,,k 5?,0,5 a 0� 3 fn LLI Z _J M: 0 co -.404 X: 4 WATCH MANUAL MINIMUM RECOMMENDED DELINETOR AND SIGN PLACEMENT TRAFFIC .. SPEED ITAPER LENGTH �LAUH LANL) DELINEATOR SPACING SIGN SPACING (�MCE OF WER BETWEEN =�) BUFFER SFACE (OR FLAGGER STATION) TAPER TANGENT I 25 MPM (*O�/H) 1 50 It (501) 25 ft (11�) W It (8�) 150 ft (50�) 55 " (t�) 1. Where approach speeds are low, advance warning signs may be placed at 295 ft. spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flags for daytime closure. Each flog s h all be at least 16 in. x 16 in. 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 a stationary W20-1 or C11 (CA) "ROAD WORK NEXT MILES". use a C20 (CA) sign for the first advance warning sign. 5.All cones used for lone closures during the hours of darkness shall be fitted with retroreflective 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. 7.Floshing arrow sign shall be either Type I or Type 1 1. 8. The maximum spacing between cones along a tangent shall be 50 ft. and along a toper shall be approximately as shown in Table 1. 9.For approach speeds over 50 mph, use the "Troffi c Control System for Lone Closure On Freeways And Expressways" plan 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 LANE CLOSED AHEAD" sign. TABLE 1 Approach Speed Vinim um L * Max spa ing of cones a long toper M/h Ft Ft 19 125 20 25 125 26 31 322 33 SIGN PANEL SIZE (Min) An 35 in x 35 in nB 36 in x 36 in ff] 30 in x 30 in nD 36 in x 18 in 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 ore shown. �,C­ IF WIA' I c,="Kin a Traffic Cone Temporary Sign Direction of Travel Flashing Arrow Sign (FAS) d'oo FAS Support or Trailer Portable Flashing Beacon W _J VERIZON LEGEND BURIED PLANT 0 SORE PIT AFIBER CALLOUT REFERENCE E) HHfMN CALLOUT REFERENCE 0 SUBDUCT CALLOUT REFERENCE 0 TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FOH) NEW HANDHOLE DO NEW MANHOLE BLACK I STORAGE LOOP GROUND ROD CABLE IN CONDUIT AERIAL --< POLEANCHOR 0 POLE DOWN GUY RISER DETAIL GENERAL F—_1 PROPERTY ADDRESS SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CUR13 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— SMITARY SEWER LINE —WTR— WATER LINE RAILROAD TRACKS CENTER LINE Call I 11-11IM227-2111110, _i�Q* __= I I CALIFORNIA I I Wo.0.849GAISMI35 I ILAQUINTA I I LA Q_UINTA 1 0-543 NumbW OF - O.IWA 0ACIRIVENFF VEMM FINER DIST. vatmll 5ZOS 3,0� �> WATCH MANUAL nv--, 1. Where approach speeds are low, advance warning signs may be placed at 295 ft. spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flogs for daytime closure. Each flog sho 11 be at least 16 in. x 16 in. in size and shall b e orange or fluorescent red—oronge 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 un less 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 CI I (CA) "ROAD WORK NEXT MILES". use a C20 (CA) sign for the first advance worni . ng sign. 5.All cones used for lone closures during the hours of darkness shall be fitted with retroreflective bonds (or sleeves) as specified in the specifications. 6. Portable delineators, placed at one—half the spacing indica ted for traffic cones. may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type I or Type I 8. The maximum spacing between cones along a tangent shall be 50 ft. and along a toper shall be approximately as shown in Table 1. 9.For approach speeds over 50 mph, use the 'Traffic Control System for Lone Closure On Freeways And Expressways" plan for lone closure details and requirements. IOWhen sp provisions, a =fied in the special W4-2 NE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. TABLE I * M" Approach � Minimum spacing Speed L of cones 0 long toper SIGN PANEL SIZE (Min) 35 in . 35 in 36 in x 36 in 30 in . 30 in Efl 36 in . 18 in 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. M U.1 Z _J X 0 co VERIZON LEGEND BURIED PLANT I,J BORE PIT AFIBER CALLOUT REFERENCE El HHIMIH CALLOUT REFERENCE 0 SUBDUCT CALLOUT REFERENCE 0 TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HU13 (FOH) NEW HANDHOLE M NEW MANHOLE SLACK I STORAGE LOOP GROUND ROD 25.h. CA13LE IN CONDUIT AERIAL POLE ANCHOR POLE DOWN GUY RISER DETAIL GENERAL r-_7 PROPERTY ADDRESS Q SPLICE PROPOSED RUNNING LINE FON BOUNDARY -CF- CURB FACE -EOP- EDGE OF PAVEMENT -F/L- FENCE LIKE RIGHT OF WAY GUARDRAIL -COM- COMMUNICATIONS LINE -DRN- STORM DRAIN UNE -GAS- GAS LINE -PWR- POWER UNE -SAN- SANITARY SEWER LINE -VVTR- WATER LINE RAILROAD TRACKS CENTER LINE und-u.." 6­11c. AW11, eI-H,1141..211-111100 LEGEND 0 Traffic Cone Temporary Sign ­60-- Direction of Travel = Flashing Arrow Sign (FAS) 6-5-5 FAS Support or Trailer Portable Flashing Beacon CALIFORNIA PSAS4_9Zd#.d:G5 ILAQUINTA 1 —1 I ILAN—UINTA I OS43 OF " GUOITA QAC1­ F19U101