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iFROM u, (MON) 1. 28' 02 t 7 : '1 0/ST. 1 7 : 08/NO. 4660058478 P 1 rv.tn oroper 4461q&t.u• . ^+u fora+ const:tutas ar CITY OF LA QUINTA ti ► enoo.etm.m perm.t APPLICATHM FOR MWIfT PUBLIC WORKS C0llilllIllITAtIC UIN iE6CROACIII'll"r' For the construction of public or private curbs, driveways. p940FAnt3, imhassaliks- past- &=16 stsseaae. "new minim and other like public .works improvements in Connection with MINOR IMPROVEiMEYM cod Ar ' $ul7idivision Improees�t �'� I11 DATE: 01 / 28/ 02 Minor Improra-m its a clan IV LOCATION OF CONSTRUCTION WEST SIDE OF MONROE ST FROM 30' N/0 C/L/0 AVE _ 53 TO 1284' S/0 C/L/O AVE 53 (Street address or penription of Lorstionl PURPOSE OF CONSTRUCTION PROVIDE ADDITIONAL TFLFPHONE Sketch (atmd DESCRIPTION OF CONSTRUCTION - Qr Vz W.O. # DIMENSION OF INSTALLATION OR REMOVAL N/A 0542-7POOlBK SIZE OF EXCAVATION, IF NEEDED APPROXIMATE TIME WHEN WORK WILL BEGIN - U U102 APPROXIMATE TIME OF COMPLETION . 30 003 N ESTIMATED CONSTRUCTION COST i (Including removal of all obstruction, materials, and debris, ba itfilling, ooftt- paction and placing permanerit resurfacing and/or replacing improvements) In consideration of Ina grunting of this permit, the applicant hereby agrees to: Indemnify, ddena and save the city. its authorized agents, ofr-M. repraeenutives and wwloye6 bwmkm tcas anal apt ace and as Penalties. liabilities or loss resulting from dsims or court action and arbinil out of sny sockbrss, sma a dimes ee gooe� or Dwmxw-i droksicion- ccu happening or orring as a proainmau result of any work undertaken under the permit Ww"d sI an !i Notify the Administrative Audwrity at least twenty-four (241 hours In advance of the time when wart esi = eorml. a! sfw Comply with all applicable city ordinances, the terms and conditions ow ofjig nd apo&�ie rage sod aegis La Quints and to pay for any additional replacement necessary as the Itwork. r ~ of AFp licant or Agem VLI(ILUIY L7J W. !:o Name of Applicant (please print) Business Address Tee�none 14a Business Addreu T�iOV1e Fie -- Name of Contractor and Job Foreman Contractor's License No. City Business Lkz— No - Applicant's Insurance Company Policy 1ivraod-, FEES: Subdivision Improvement Permit —Class III Public improvements: 3% of estimated construction cosu Private improvements: 3% of estimated construction costs Minor Improvement Permit — Class IV: SeYttached schedule Inspection Fee $ Permit Fee _Agg&QUO Penalty Cash Deposit -Surety Bond if required TOTAL: $ 60 0 Receipt No. Received by. - Date —-— Recorded by PERSQT VAIMATXN PERMIT NO. 3G,ZZ DATE APPROVED - .Z y^D2 EXPIRATION OATS DATE ISSUED By Telephone: (760) 7771,7 JAN-28-2002 MON 16:14 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 1 F RiDM (MON) 1. 28' 02 t 7 : "1 0/ST. 1 7 : 08/NO. 4860068478 P 2 'X'c e100441 2423.10 (98) y AgOT 1 ACKSON ST ICC.151-175 1100438 a — • 1004 3 N Me282, E 328, 2z UKF 5( 1CC.!51 � N N N OD —, c9 m 00 @ crU) u, 0 � e � . s�cux 15.48 GRO. 16 0107477 2423.10 (92) M`251241 1800 TYP MS2/ IN 1,201-300 IN 1,301-350 IN 1,351-400 IN 4.1-100 IN 4.101-150 IN 5,1501-1600 IN 5,1601-1700 IN X0,551-900 OUT 1CA.1-600 OUT X0,1501-1800 16 e5743 (92) M•122250 20' 2423.12 UEF 50-22 1CC,151-20C lV =� 05303 (78) M"265282 - — — — — — — — — — — — — / AEF 200-22 -------- - \` /--------------1.15F4_0- 'PVC11N� - _.._ — -------4.L-150— / 1 MH U 80 U-0905-A-1 ®04849 (92)'.*- ® 04846 (81) a-- •4845 (79) :W •2729 2423.10 (86) , . M0231450 M`23t489 M•265425 I ••• 5' 2423.10 10' 2423.10 874' 2423.10 liT•0 . AE 50-24 AE 900-24 AEF 25-24 14845 -b f I 1CC,151-I82 1.201-400 X0,1-8 •109795 ..� *109795 (PP) XD.33-50 1CC,159-175 K> MR28228; •l8(71) lD. 5.1501-1700 I 30 2720 V9 M231282 X0,651-900 � I 5500' LAP___' 420' 2423.10 I UKF 200-22 AE I � 1CA.401-600� 1. 201-3SO 1-350 ICC.151-200 A A SEE WORK PRINT 2 JAN-28-2002 MON 16:14 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 2 FR,om (MON) 1. 28' 02 17: 11/ST. 17:08/NO. 4860058478 P 3 z o to U I Q • I I \ II II I II I I II I II . _ I I I f II al c��„1ry n CNN � I Y CNN m� m N;6.u.l i Finalx� Ir II I' Il 1# 65344 (79) a- M*122212 I 180' 2423.10 'JF_F 12-22 _ _ I I I T CC164-T75 - - - I -� I s B B SEE WORK PRINT 3 JAN-28-2002 MON 16:14 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 3 Q F R.OM (MON) 1. 28' 02 17:11/ST. 17:08/NO. 4860058478 P 4 m M* 224MID 0109795 (PP) -s N m m m -22 <7P001BK> M6282282 25 ' ' XIL -t .. 2423.10 30' R/W xCL1� t.-.` T1ED.249-250 5500' LAP---' V: 2650' JAN-28-2002 MON 16:15 TEL:760-777-7155 H 1n z O N Y u C 0 14831 (73) b M 231980 620. 2423.10 AE 100-19 ICB.201-243 THE0.244-250 11:8.251-300 ' ICG`. T.G. P1 0542-7P001BK VERIZON C11 DIVISION 33 W.C.s 6542 MO ND.e 7P TITLE. JACKSON • AV TWPs I RNGl DATE: 01/2LE .I. FILE: VP3 NAME:LA QUINTA PUBLIC WORKS P. 4 FROM (MON) 1. 28' 02 17: 11/ST. 17:08/NO. 4860058478 P 5 a ' S9 J m e tiP 9 m c 144' O 143' N \ w (88) (83) •4649 (82) — M•221912 1376' 2421.10 AE 12-19 X 1CA.101-105 x03-12 179' co m � mm m •? eEa N • O l79' X 290' X-~Q mma)m mm00 Flo =40 ia N N Ln -' N )'1 ,m to rl 0199795 (PP) --w <7P8818K> M-282282 2423.10 55W LAP__: UKF 200-22 1CA.401-600 109800 2423.19 (PP) AVE 53 <7P0010K> M6248176 LP 1 CASEIS SGL/200 TYP 770 AIRCOR ICA481-688 LC •104795 u cl -109881 (PP) -b 0P82MX) M9292292 >` 83) 2423.19 27ao' AP_.:S.P. _ _ _ a cr_ 0 76) a 25 =23.10 -19 105 -25 JAN-28-2002 MON 16:15 TEL:760-777-7155 w� 1,.1 1 to ' U I N I i I i I ICGS R.M. F-1307 T.G. PG. 5530, GRID 01 NAME:LA QUINTA PUBLIC WORKS P. 5 FROM or Ln N W Q � N�I � 1 _ 12 M 411 (7 5 I 1613' 2423.10 AE 25-19 iCA,101-117 I XD.118-119 lCA,120-125 I I� I I � I� II m: til I � IZ10 I I I I� I 2q�3�e Ie6l I ( IC fiT•!�e3 I q�26 I Ise I ------- - ------- 23.55 61OW3 cPP) — (7P0016K> M028 2423.10 1380' LAP---' UKF 100-22 1CA,501-600 ®0 °4400 (73) b °4399 (92) b M•231925 340' 2423.10 M721925 422423.10 AE 25-19 (1CA,126-150) AE 25-19 CICA,126-150, ICA.401-425 1CA.401-425 01 °4180 (Ell b ® *4389 (73) -Q M°231925 M•122258 1525' 2423.10 985' 2423,10 eF 50-22 A.151-200) AE 25-19 C) CA. 1 2G'- 15 ICA.426-475 1CA.401-425 0 0 SEE WORK PRINT 5 JAN-28-2002 MON 16:15 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 6 FROM (MON) 1. 28' 02 17: 12/ST" 17:08/NO. 4860058478 P 7 SEE WORK PRINT 4 •367 2411.10 t831 M•000001 1/P9012070 40' I 00-0 129108355 2MONRO t 25-BMA • ST 53555 MDNROE ST tpI— - !/T•1104 (ICA,126-150' 1CA.401-425 N • m I cl I •29109 2423.10 (96) 25-OMT > -36a 2411.10 (a3) M1000001 53555 MONRO�E1ST �. I I/P90182D (lC01-0 A,126-150) I I 1CA.401-425 I I I N N I n 4180 f811 b ® I M•122250 1525' 2423.10 UEF -0-22 (ICA,151-200� Y d OLD, � ' a� E I m •4262 (75) -� ® I C riZ M•Z65925 45' 2423.10 •4389 173) b v4� m °^ AEF 25-19 (1CA,126-150) I I M•231925 98525-119.10 � �« ti iCA.401-425 i I i (ICA,126-150) 1CA,401-425 *1 I I I mSiS a? 242 I I M h�HR�e r I I •4260 Lo 9 ♦ .`. 1CA.401-42575, 2S I I 1 �1 I (75) e- 72 F12a20610 UE6-19 I LOC.1-6 M0265925 — — — - - — — — 45' 2423.10 AEF 25-19 1 0� (LCBCXR )CA,176-200) I/SF 1CA.451-475 \ 25' 1-4' PVC ` \' I ----------I I I 4258 175)a- M•!22906 302426.10 I UEF 6-19 I LOC.1-6 to I I Iz I I Iz I I 1 91 21 -o I I I M•231925) 1270' 2423.10 AE 25-19 I (iCA,176-200) I I I ICA,451-475 JAN-28-2002 MON 16:16 TEL:760-777-7155 NAME:LA QUINTA PUBLIC WORKS P. 7 12 F 1 L1 DOUBLE ACCESS UNIT 1 R00 - 3600 PR. DRLS r FIG.. 2 DETAIL "A" TACK W=- SECURELY ' (8 PLUS) REF. REF. 9 REF. DETAIL "A" TYP. FOR 37.88 C-fC ,•TOP SURFACE TO BE FLAT WITHIN .04 T.I.R. AFTER ASS'Y (FRONT TO BACK SIDE TO SIDE) 44.00 REF. Q1 TYP, (4 PLUS) I L .J DOUBLE LmESS CABINET PAD DETAIL FOR 180OX - 270OX RELIABLE CROSS CONNECT ar go 111111 mill 1800X •2704X 3600X Warning: The crate should not be removed until 50 unit is transported to the job location. TERMINAL SIZE AND CABLE ENTRANCE IFORMATION Overall Terminal Housing Dimensions Pair (Inches) Block Panel Cabinet Mounting-_ Size W H D Confiquration Foot Print Double Access: 1800 44 43 20 6 (2 x 3) 37 7/8 x 8 1/2 2700 44 55 20 6 (2 x 4 1/4) 37 7/8 x 8 1/2 3600 44 55 20 6 (2 x 6) 37 7/8 x 8 1/2 Pair No. of Cable Cable Entrances: Size Ports 1800 4 2700 4 3600 4 NOTE: Pad Measurement to be determined by engineering fielder. :�+----21.6 .t r•--1�r' �.(IVDIIdG: ..-._..:.:.:............,.�._.:+s.-.-..:1 Engineering Fielder :i to specify the location of 2" conduit (for ground t 10.00* ' rod) 20.001. — -- aAN v-4 FIG. 1 Pad Mounting Configuration A 4.00 .. 3/8 X 45 CMHBER BUTT END WELD BOTTOM 1-1 �� _ _. _ _.._ SURFACE ONLY (8 PLC' S ) L 8 LABEL (CENTERED t # _ 8.50 (MOUNTING HOLES)- 1 BE EEEN*PW125�S �t 13.00 (MOUNTING HOLES 37.88 (MOUNTIM HOLES) A' SECTION AA 5/8 TYP.-4 NO WE'i.DS ON TOP SURFACE (MOUNTING SMFAGE) DWG. L--y)l - NOTES: A concrete or ccmposolite mounting pad mast be �rovided for all units. It may be precast or poured on site. The area must be firm and level to minim - ize any future shifting. In general, local soil cond - itions determine the slab thickness and reinforcement requirements. The following specifications should meet normal strength requirements for concrete: (a) A four inch thick slab (b) Reinforcements of 3/8 inch steel rods placed on 12 inch centers, both length and width - wise, in concrete slabs and secured together. Fig.s 1 and 2 indicate the dimensions of the base of the pad mounted units, the portal or stub exit locations, and the locations where mounting stubs should be placed in the concrete base to properly bolt down the unit. Mounting studs should be 1/2 X 4 inch and should be set approximately two inches in the slab. The National Electrical Safety Code requires that where the cross -connect terminal is less than 8 feet from the ground, a cold water pipe, M3N, secondary neutral, or driven ground rod, connected to the terminal with a No. 6 copper ground wire must be used to ground : the terminal. P66184 (MOUNTING RING ASSY COMPLETE) k6184A (MOUNTIM RING ASSAY) Item: P661.84 besc: MTG.RING ASSY FOR GTE TEMPLATE M Find Component Typ..Desc. Qty. UM 001 P88184A 1 KM RING SUBASS'Y 1 EA 006 P66435 1 CBL PORT LOC LABEL 1 EA 008 P66547 1 CBL PORT LOC LABEL 1 EA REF # -_---- 3 PAINTING SPEC - -- REF # 2 ------ 3 CONCRETE NW. RING ASSY - -- Item: P66184A Desc: MTG RING SUBASSY FOR GTE TEMPLATE 07� Find Component Typ..Desc. Qty. UM 001 P66407 1 FRONT (REAR) CHANNELS 2 EA 002 1)66417 1 SIDE BRKT. ASSY 2 EA 003 P49651 1 3/8-16X1 0 OH SCRW 4 EA 004 P11594 1 3/8 FLATWASHER SS 4 EA 005 P17067 1 3/8 LK WASH RGLR HLCL SP 4 EA 007 1>66546 1 STIFF CHNL "U"W/WELD NUT 2 EA 009 1166668 1 PROTECTOR COVER 4 EA REF #92 ------ 3 CONCRETE; MTG. RING ASSY- -- ASS'Y SEQUENCE: (1.) FLAT WASHER (2.) IACMQkSHER (3.) BOLT O BULTS WASHERS, ETC. TO SHIP ASSEMBLED TO TECLATE. SLY TOP SURFACE TO BE PAINTED. MMINDER TO BE CLEANED AND ZINC PHOSPHATE. BAKED GREY - GitM MUM PER-103 LOCATION AV$ I49.6 X0 6010 IDASa�!►6TAN EXCHANGE ri 4U1 U C•O.LA QUA - A THMM GUIDE WSUEaATE APPROVAL$ JR.R a a1-a' PAGq GRID IROb FhMS6 DftSME NOT TO SCALE C AREA OENEML MANAM MO. NO. F&UIED awes. I WORK ORMF 3T A T QiS43-iF00 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 171 19 K ml w I Mil r------ 1-55'-+ C Fq O 5 PL'1 CG YIT _ A V R-6X i M A 1 E. LDC- A'T k Ci ty _ D I E F A\VlLb'\ ZRIVlE t 'I I I,. i I TT% CD N -T F W n A V _E LN Lk tE c9 � A W J 5 �! -4 I LA(fDSCAPC...AN-Z, MCPIJ�TDP_P-I�lG..5.1DE:WAt tG :• _ �C C, "J RIO ` lLd r I L MYtECM Z/A UD5 NIM7t UOT E 5 TLER CSC 1 US-4 5 ON 5/s ! OF AVIEK(AC 50 AND "PLA t-E I3(AKttLD CABLE RE QVIL ARM RZEPLA C.E 10451 X 1' OF ASP(4ALT NExTR Tb CikK B .SG 19 LE i "a 4Qf' -PLA.C. -7' )C-' " CRASS - C-6N&E-CT; `PPM _rN0 11AS GU IDS B49'GU M { TUC& _TAM FOP, IVEW PLACE._ 14' ' 3-4•• C81113U T-L WITH 34." SWEEPS 33ETWIZCO CtZ S S - CO IA V4.17-C CXk,5_r(N:G CRO55- (N_©NNE.GT AND ` U&63 C_kCSS aLo t-4rcT' p AM r C 3 C 4 CL�NDUlvv S. to v"vv\ 3(a S LOLL, S MOM CU6:i3 Rt11� Gt�_MEV: _ TO 'POLW C-KOS`S-CCOIAWE-C"T' "PAa) calubmin LOCATION StS AVE EZ ulb G3M(WGTOR EXCHANGE . S N Ll T C3 C.O. LA . (Wit RMA ISSUE DATE APPROVALS 'R 1-k 1Z-Ch l R. FAPNSd OMA DWG SIZE C AREA GENERAL MANAGER DWG. NO. A TI RELATED DWGS. I WORK ORDER 0143.7 F2m I Dm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 FORM $M35 (5$-n as HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE W C-30 SIGN CURB OR E.P. 3' mRf+ 'k b k 6 & rt a S S S TAPER L See Table "A" See Table "A" See Table "A" See Table "A" yxt 4 �O lf� } , K LEGEND Traffic Cone or Delineator Sign Direction of Travel ( Not a pavement p marking) UrU Flashing Arrow Sign (Where Required) Refer to Page 8 to select Type A, Type 1 , or Type 11 . High 4 Level Warning Device (Flagtree) Barricade (For Excavation Only) Refer to Page 12 for Details on Type 1 , Type II , or Type III . Flagger 1 - :77:71V -.-- Y 150' (45m) _ WORK Min. �� AREA END ROAD WORK END CONSTRUCTION C14 C13 / ROAD < ROAD CONSTRUCTION WORK AHEAD AHEAD M C23 CURB OR E.P. Varies LANE CLOSED C30 CENTER NO. OF LANES OR RIGHT ❑ LEFT LANE CLOSED AHEAD C20 SEE TC-5 rm mapL CONE SPACING ANn TAPER icrx:n� SPEED ACH STREET TAPER LENGTH SIGN SPACING tK 1 INDICATE NORTH WITH A "N" AND AN ARROW POINT WORKSITE TRAFFIC CONTROL PLAN MIDDLE LANE CLOSURE NONE .. 12 CURB CR - 6 -N,- I A. -I , �l� jV4 / / S S See Chart "A" See Chart 'A" I See Chart 'A' • Traffic Cone or Delineator -�- Sign _w-- Direction of Travel ) ( Not a pavement marking 't Flashing Arrow Sign (Where Required) Refer to Page 5 to select Type A, Type I , or Type II . y High Level Warning Device (Flogtree) .—• Barricade (For Excavation Only) Refer to Page 9 .for Details on Type I , Type IE , or Type III . Flogger - -� -s— - t— • s • • ZL-L—� W SEE TAPER FORMULAE 40 INSTALL TEMPORARY NO PARKING SIGNS f (If Regjired) Toper L 150' 45m See Chart 'A' min. AREA — CHART A -- MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT TRAFFIC SPEED TAPER LENGTH (L) DELINEATOR SPACING SIGN SPACING(S) (Advance of Toper (Km/h) (m) (m) do Between Signs) (m) 25 MPH (40) 125 Ft. (40) 25 Ft. (8) 300 Ft. (90) 30 MPH (45) 180 Ft. (55) 30 Ft. (9) 300 Ft. (90) 35 MPH (50) 245 Ft. (75) 35 Ft. (11) 300 Ft. (90) 40 MPH (60) 320 Ft. (100) 40 Ft. (12) 320 Ft. (100) .45 MPH (70) 540 Ft. (165) 45 Ft. (14) 540 Ft. (165) •50 MPH (80) 600 Ft. (185) 50 Ft. (15) 600 Ft. (185) 055+MPH (85) 1000 Ft. (305) 50 Ft. (15) 750 Ft. (230) 1. A Flashing Arrow sign shall be used for each lane closed. •2. Two lone closure signs (C-20) shall be used on the approach to a lone closure with speeds of 45 mph (70 Km/h) or greater. NOTE: This chort based on 12—foot (4m) wide loner. For lone widths greater than 12 feet (4m), use the following formulae: Toper formula: L = S x W for speeds of 45 mph or more. L = S x 2 W fcbr speeds of 70 Km/h or more. L = WS2 for speeds of 40 mph or less. 60 L 150 S2 for speeds of 60 Km/h or less. Where: L = Minimum length of toper. S = Numerical value of posted speed limit prior to work or 85 percentile speed. W = Width of offset. MD AN AffitOW PW i.e.: 50 mph and 19' lane; L = 50 x 19 = 950 feet 6 x 602 = 144 meters i.e.: 60 Km/h and 6m lone, L = 150 CURB OR E.P. SITE TRAFFIC CONTROL PLAN SINGLE LAME CLOSURE ( RIGHT LANE SC ALL NONE Varies S Gl 00 0AD See TABLE "A" G �\G� CURB OR E.P. • • • • • • •_• - • • • • i • • • • • • 10' Min. (3m) CURB OR E.P. mob` GQ p �O �P�O C\G C� �� G��G �� Toer L 150' 45m) WORK AREA S S See TABLE "A" See TABLE "A" See TABLE "A" See TABLE "A" min. END END CONSTRUCTION ROAD WORK C13 C14 LEGEND Traffic Cone or Delineator -1r- Sign _ Direction of Travel ( Not a pavement marking ) Flashing Arrow Sign (Where Required) Refer to Page 8 to select Type A, Type I, or Type II . Y High Level Warning Device (Flagtree) Barricade (For Excavation Only) Refer to Page 1.2 for Details on Type I , Type II , or Type III . FM Flagger / ROAD \ CONSTRUCTION AHEAD C18 ROAD WORK AHEAD C23 CENTER NO. OF LANES OR _ RIGHT ❑ LEFT LANE CLOSED AHEAD C20 LANE CLOSED C30 SEE Tr-5 FOR SIGN. GONE SPACING AND TAPER LENGTH SPEED 4 APPROACH TAPER SIGN STREET LENGTH SPACING INDICATE NORTH WITH A "N" AND AN ARROW POINT WORKSITE TRAFFIC CONTROL PLAN t§NGLE LANE CLOSURE ( LEFT LANE ) I SCALE NONE oaAMNG NO. 2 e 0 G� S d-I See Table "A �O G LEGEND Traffic Cone or Delineator -z_ Sign Direction of Travel ( Not a pavement marking ) Flashing Arrow Sign (Where Required) Refer to Page 8 to select Type A, Type I , or Type II . Y High Level Warning Device (Flagtree) .-- Barricade (For Excavation Only) Refer to Page 12 for Details on Type I , Type II , or Type III . fm Flagger S Taper L See Table "A" See Table "A ROAD ROAD \ WORK CONSTRUCTION AHEAD AHEAD C23 C18 LANE CLOSED C30 o � CURB OR E.P. I INSTALL TEMPORARY NO PARKING SIGNS (If Required) Toper L 1 50'(45m) WORK See Table "A" Min. AREA F ___1 END ROAD WORK C14 END CONSTRUCTION C13 FEN:: OR RIGHT CURB OR E.P. tK i/ NO. OF LANES LEFTI LANE CLOSED \ AHEAD/ C20 cFr TC—s rna SIGN. CONE SPACING AND TAPER LENGTH SPEED APPROACH STREET TAPER LENGTH SIGN SPACING INDICATE NORTH WITH A AND AN ARROW POINT WORKSITE TRAFFIC CONTROL PLAN MULTI —LANE CLOSURE ( RIGHT LANES ) NdOr