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13039j See below for Finance Revenue Codes 4 4a ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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 �d Minor Improvement Permit - Class IV DATE: 4/15/2013 LOCATION OF CONSTRUCTION: So Cal Gas Co; Advanced Meter PURPOSE OF CONSTRUCTION: Advanced Meter Project DESCRIPTION OF CONSTRUCTION: Install 8 New Marbelite (Conc DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/1/2013 8 Locations - See Attached Poles TIME OF COMPLETION: 6/1/2013 CITY OF LA QUINTA ESTIMATED CONSTRUCTION COST: less than $5,000 (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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all ap licable rules and regulations of the City of La Quirtta and to pay for any additional replacement necessary as the result of this wor A— V V Signature of Applicant or Agent / So Cal Gas Co - Deborah McGarrey 555 W. 5th St, Los Angeles, CA 90013 (213) 244-5969 / Name of Applicant ,g A.M. Ortega GVheeg tv Name of Contractor and Job Foreman 486311 �PAI— 211y' 7ZI UQ Contractor's License Number Old Republic General Ins. Corp Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Business Address 10125 Channel Road, Lakeside, CA 92040 Business Address C F Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B 0.00 if required TOTAL $100.00 Telephone No (951) 360-1552 Telephone No. 4114 City Business License No AlCG98691302 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs a4:16 NZMN. -AM DATE ISSUED: tjt4th EXPIRATIONATE: rt�� I Z � -ZO/!� BY: WORK INSPEC BY*: 6�L PERMIT COMPLETION DATE*: . If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 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FACE OF Orchard Ln C.5 TAS-RJE i 3 Feet S of S CURB FACE of AVE 50 in earth do not block the cI1T OF U W MFA i sign. . no T.R.A. e74 -Ml W-00 Si=7WO ew-AW0001 116-02 1®-76 T72-02 i I Page 1 of 1 https://apollo.siterra'.com/g sapi.dll?do=SendFile&download=0&ClassID=712000000&ObjectlD=91800573&FileArguments=..*. 12/11/2012 r�te t.. i Si INSTALL MARBELITE POLE 98.6 FEET W of W ! ± vCURB FACE OF Orchard Ln 3 Feet S of S CURB FACE of AVE 50 in earth do not, block the sign. 5Oth�R ve a.�::-;.;s�,lkl �,...�,.,.�4+� nw9t�.ir.3++.', weo.�.rx•ri K�-ti��"`�s+rw'�e �-•�.�.+„e..� ..._ - - r - r --w•.,.•,.�y:J.�'c '+—sem,.--*--Tri--��y—,zi. ,� �� .. �...,- .�f -. • _.`_y�!`� Ag .�• A +.t :.. s� < r� sz .c - �, { �• �- i�� .{L7.0 �. �S iRf - �: 1"■ %X• AW i f `�� p . r /• it � = _-' � ®+2012 Google Imagery Date. 9116!2011 40 149& ` '3'3'4106.76"N 116"16'38,34"N''elevi =0ift Eye,altp, -652 ft•' THIS MAP WAS PREM50FOItbS3SSWEWT6VMM3 OMIT. -NO VASt= POR.- SEC. 6, US., RJE. 10 AlISIMM FUR IMEACM11"Of OF TEE MAU S;IUhWA=WCRj pAq= PIATNOT COMPLY VKIH LOW LOT.SPLIron 9=lmr sgEcSO;XA�3, CRY OF LA QUINTA- MD -'221 769.15-_ 020-228 0" A= OCT. -3 B" LT x Ing DESERT CLUB -MV5-F4 Im t4c4e 114 e (Cvrtceu-+&) Insta113>ta pole on FRANCES HACK LN 3 -feet N of N CF and iOl feet E of the ECF of AVE BERMUDAS in earth. IM Gas co"Buy all This sketch shows .6 A Sempra Energy utitity`3 52nd Ave it, TRA 020,06 FRANCES HACK LN ADVANCEDmeter - -------------------------------- AVENIDA ----BERMUDAS-- - Meofblerolla• mumu, tu-1-4 rotsr ASSESS06S 6AP eC�i PGA& VACFF*P NO. 102M Cos IFrA,ZZW-8 FIAPMBLVAPISID.339114 Mvmi6o a=ft CaliL J) nevy 201 ............ _ xce rr►rnrsaew. s,o%,wun POR. SEC. 6, 7.6S., R.T .TP MCI %�l Q-� 8 EO ►YN ti1�M Z A:0GAAit Oi TiS P7� e!WMM.Aldt;10!ic7 Ma,^i1 Q.1}f(�pY [QU1'tR1-0Rrt DII IR�DIML'ISIE oraa,.rx�e. Cn CSF to WIYTA f � � so ova, :naac 7fa ar � M� bESrERT,.. ` -- -GL-t3@-- - TDf2tVE ,2q : �s Asp +' " t s f lQrD ftq # ' s Note FRANCIS HACK LN Will be a single Right Lane E ; closure with a Flagger DEAD END STREET lF was s itit `4,ir`r.0 A On I — A to se a Fi k .. £_lad_ = P Rror 'C.IUT Sia• v!! t Li.��``.GrY•1 `QiG' r a �- . i.�i4?' ''sVv'YiE':k. AS.zTi;K ti. fM iGbO16 1 j .� : dP 4 • ' —BERMUDAS.._ ... .... ..... isiM.a filona'er • Fivra; �s .. 17, ' �.� .w;T aKr,0AGi8 , f �� IS , i.t ; �ao.>wsr SaAkm 1 A Sempr a. Energy uiviW ADVANCIDmeter D m z D 101 FT FRITZ BURNS SITE ID: M037 -a PAR K ON FRANCIS HACK LANE, SOUTH OF FRITZ BURNS PARD LA QUINTA, CA 92253 THOMAS BROS.- GUIDE PAGE 879-F1 SCG TO INSTALL A 33 'FT CONCRETE POLE 101 FT EAST OF THE EAST CURB FACE OF AVEN IDA BERMUDAS AND 3 FT NORTH OF THE NORTH CURB FACE OF FRANCIS HACK LANE. FRANCIS HACK LANE southrm • CardarrAm N WSempra Energy utwty ADVANCEDmeter VA _7* ate: 9116f2011 1996 1 A t w 69 .L - Fc�ancis Hack Ln AN M a4eril-e Cc -c &ceele,) Install pole on FRANCES HACK LN 3 feet N of N CF and 101 feet E of the E CF of AVE BERMUDAS in earth. V 0 u ogien 06, )T 62 ye a6, 8*11.68" W elev ft E M a>ry.e (I - Ccone re-Ee) IR045-A Install WwW Pole on ADAMS St 12'W of W CF and I45' N of N CF of BAYBERRY LN 0 11 POUE 19 T,5S.,R.7E CITY DF !A QUINTA a ADAMS ST LGT M ny�:�naamew�asur �_______ M7-SS-eK i .N ] .17 .7. pp 77.4➢ MVV// 72.9. - .6 U, i, � ^ ter\ s 7e.7e )x..e )a•.• ll. e0 t:1. h. / t"N T.R.A.DID-n11 6 0 � � s4o-o4 L f 72.9. - � ,7E TIH J.N SOT 7t1... b 0 0 o 72.9. - 7L.P �. ,>! ].SSC. �t •] do s a 77..i " d O S s 7e.7e A . v Qj ryry�rr'' O 7]dR S I N Sautkm GuCamp" A Sempra Energy utoity' ADVANGEDmeter ASSESSOR'S NAP RK.599 PG.30 Biverei4u €emnij. Colli. A.,u•.II: T :0. uBes ,� 1 I 1� 1 j lerrre7 ` r I Obe 1354 DEC 2 7 5444 .e m A . ryry�rr'' O 7]dR S I �e 1 I 1� 1 j lerrre7 ` r I Obe 1354 DEC 2 7 5444 00 -�-, fi Southard A reSempraEneWumV ADVANCEDmeter .j SITE ID: IH066 REPROP 1-B Olt 58u'ANTNUE: WEST OF 80202 58THAVENUE LA QUINTA, CA 92.253 THOMAS BROS. GUIDE PAGE,: 5530-B7 S 58TH AVENUE SCG TO INSTALL A 33 FT CONCRETE POLE 1100 FT WEST OF THE WEST CURB FACE OF STONE CREEK WAY AND 1O FT NORTH OF THE NORTH EDGE OF PAVEMENT OF See AVENUE. EMS us Iglm B tR®Cp Imeza mu o umtm n a516 to 4 arms or vt out noR 'S f lIICL IL20� ' JF)'F11SON ------------ LU a soudws GGfm.t. 6 t 6e mmpnn a SempraEnergy wNly. ADVANCEDmeter `{ PORclITr W u6afiffi, @Da �__ STItFFI t.t.t. �o-otl ^ 010-0If - , 1 ` L 1 1 1 1 I 1 I •'� % \ i ` \ I62tO/P Q TIM W N0. 24US `\ \ IS 2if%I2-100 AAO WI NO. 200-2 O\\ — W YI/!7-0r w w NL RM O 776-22 nra 8 1 I 1 1 1 �g Page 1 of 1 https://apollo.siterra.coni/gisapi.dll?do=SendFile&download=0&ClasslD=712000000&ObjectlD=91830465&FileArguments=... 12/11/2012 is -;5 1-7 019 - 7 77 i0k Ofl kto, or A vi 04 2 Z - lip - —To— •16--- `�J`1e!!� +a.� •� •� •';.�^^'�n.-� .a�� • ` ti.a'��'t••�'� �'' �..•�� r az" ' �3 � }• ` j�,t• Y � •..�. `gi •F.�f��4 �.� _, y � i..+ T ,. Q �' D �� AIL le soutImm k Ufforwe an Compwy �Sempra Energy umityo -.ADVANCEDmeter 12 Google We. 9f16,2 946 33 O'll — -- — A 'rd 0 J � [0 Ir Cl j] Olt (`�tlrlie�r�e Cc oKc.ef¢ f IH077-A Install ftm Pole on 54 Ave T N b f { N and 617 W of W of MADISON St I 3' Kof Rot54,Ave 6t2' W of.W, of+MAD150N,St ate, t — w 700.4 R07! a SEG 00 7-- _ awlim L, I a t 2 . ....... .. I - L5 i L L1 Swdim -....._-- camrm,. A OeSempra Energy veiny' J ADVANCEDmeter 51301 i� Page 1 of 1 https://apollo.siterra.com/gisapi.dll?do=SendFile&download=0&ClassID=712000000&Obj ectID=91914143 &FileArguments=... 12/11/2012 California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Page 1211 Figure 6H-33. Stationary Lane Closure on a Divided Highway (TA -33) + (optional) L 500 ft t , ft (optional) i SLOW FOR SC20(CA) THE CONE (optional) Buffer space (optional) I Temporary white edge line L 1 Shoulder taper n (see Note 3) A - LONG-TERM AND INTERMEDIATE >C19 (CA) (optional) HEMD i_ ROAD WORK(optional) 5� ft ®` Work vehicle Truck -mounted attenuator (optional) Buffer space (optional) s � r L 1 X000 Shoulder taper A (see Note 3) FJ i h i } B 4 n B - SHORT-TERM Typical Application 33 LA NC CLOSE U Mk WORK Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Chapter 6H —Typical Applications January 13, 2012 Part 6 — Temporary Traffic Control California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Page 1186 Figure 6H-22B(CA). Right -Hand Lane Closure on the Far Side of an Intersection (TA -22B (CA)) api tpt (optional) Ov3Hv NMOM— T END OVOU 1 ROAD NORM AI JJ (optional) 0 1 cc .. ® �Q z; W O � IA (optional)♦ 0 v �+ = o o ( A j } RIGHT UNE • c 0 oxo r MUST �T TURN RIGHT 4 ao uo (optional) MMOA avow ON3 n � r L (optional) T A 1 �ti B LOU Note: $ee Tables 6H-2 and 6H-3 i \ USS1 for the meaning of the c symbols and/or letter codes used in this figure. /> OAD •0" 1 1 t t x "% Typical Application 22B (CA) Chapter 6H – Typical Applications January 13, 2012 Part 6 – Temporary Traffic Control California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Figure 6H-10 (CA). Lane Closure on Two -Lane Road Using Flaggers (TA -10) Note: 1. See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. 2. See Tables 6E-1 and 6E-101 (CA) for buffer space to determine location of flagger stations. Qeuogdo) mom avoH j 9F ON3 Z-OZJ Typical Application 10 Chapter 6H — Typical Applications Part 6 — Temporary Traffic Control C9A (CA) XXx ' W16-2 FEET : (optional) Page 1159 January 13, 2012 1 California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Table 6114(CA). Index to Typical Applications Page 1135 Typical Application Description T ical Application Number Work affecting Pedestrian and Bicycle Facilities see Section 6G.05 Sign (shown facing left) Shoulder Closure on Urban Low Speed) Locations to Accommodate Bicyclists TA -101 CA Lane Closure on Freeway, Expressway, Rural and Urban (High Speed) Locations to Accommodate Bicyclists TA-102(CA) Detour for Bike Lane on Roads with Closure of One Travel Direction TA-103(CA) Right Lane and Bike Lane Closure on Far Side of Intersection TA -104 CA Work Within the Traveled Way of a rTwo-Lane Highway see Section 6G.10 - Crash cushion Lane Shift on Road with Low Traffic Volumes TA-105(CA) Table 61-1-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board I Shadow vehicle 000 Arrow board support or trailer (shown facing down) IN Sign (shown facing left) �--� Changeable message sign or support trailer ® Surveyor ■ Channelizing device 0 Temporary barrier ® Crash cushion ® Temporary barrier with warning light Rural Direction of temporary traffic detour 500 feet Traffic or pedestrian signal —► Direction of traffic ® Truck -mounted attenuator f'♦ Flagger ® Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space �—� Luminaire Pavement markings that should be o Work vehicle removed for a long-term project Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type A Distance Between Signs" B c Urban (low speed)* - 25 mph or less 100 feet 100 feet 100 feet Urban (low speed)* - more than 25 mph to 40 mph 250 feet 250 feet 250 feet Urban (high speed)•- more than 40 mph 350 feet 350 feet. 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet The column headings A, B, and C are the dimensions shown in Figures 61-1-1 through 61-1-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and thins signs. (The 'first sign" is the sign in a three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.) Chapter 6H – Typical Applications January 13, 2012 Part 6 – Temporary Traffic Control J California MUTCD 2012 Edition Page '1136 (FHWA's MUTCD 2009 Edition, as amended for use in California) , R Table 61-1-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) In feet Minimum Taper Length** for Width of Offset 12 feet (VII) ws2 40 mph or less L = = Down Stream (feet)- feet —20 60 45 mph or more L= WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit, or off-peak 851h -percentile speed prior to work starting, or the anticipated ^ operating speed in mph Table 6H-4(CA). Taper Length Criteria for Temporary Traffic Control Zones (for 12 feet Offset Width) } Speed* S (mph) Minimum Taper Length** for Width of Offset 12 feet (VII) Merging L feet Shifting U2 feet Shoulder U3 feet) Down Stream (feet)- feet —20 20 80 40 27 50 25 125 63 42 50 30 180 90 60 50 35 245 123 82 50 40 320 160 107 50 ' 45 540 270 180 50 50 600 300 200 50 55 660 330 220 50 60 720 360 240 50 65 780 390 260 50 70 840 420 280 50 * - Posted speed, limit, off-peak 85th -percentile speed prior to work starting, or the anticipated operating speed in mph. For other offsets use the following merging taper length formula for L: For speeds of 40 mph or less, L=WS2/60 For speeds of 45 mph or more, L=WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit, off-peak 8511 -percentile speed prior to work starting, or the anticipated operating speed in mph *** - Maximum downstream taper length is 100 feet. See Section 6C.08. Chapter 6H — Typical Applications January 13, 2012 Part 6 — Temporary Traffic Control l Daniel Valenzuela From: Cody McCain <CMcCain@amortega.com> Sent: Thursday, August 01, 2013 11:09 AM To: Daniel Valenzuela Cc: Shy, Robert (RShy@semprautilities.com) (RShy@semprautilities.com) Subject: AM Ortega Pole Installations - La Quinta Good morning Daniel, ' Attached is the lineup for our La Quinta pole installations. We intend to begin setting poles in La Quinta on Monday 8/5/13, and will have all eight sites completed by Tuesday afternoon. We will have two crews working in the city on Monday and one crew finishing up the last two sites on Tuesday. The two sites that had questionable USA markings (I1-1034, and I1-1035) are being remarked and called in today so that they will be ready for construction Tuesday morning. Our two foreman who will be on site are: Tony Martinez (951) 662-5446 Steve Harris (951) 830-7922 If any part of this lineup changes for any reason I will send you an update: Please let me know if you have any questions or concerns. Thank you very much Cody McCain A.M. Ortega Const Inc Coordinator/ Supervisor 619-249-7218 e -ma i1: codv@amortega.com .1 baniel Vale.nzuela From: OCARS_Pro@digalert.org Sent: Thursday, August 01, 2013 8:49 AM To: Digalert Email Group Subject: USAS LAQ01 2013/08/01 #00003A A32130254-OOA NORM NEW LAQ01 00003A USAS 08/01/13 08:48:53 A32130254-OOA NORM NEW GRID Ticket: A32130254 Date: 08/01/13 Time: 08:47 Oper: PEG Chan: 200 Old Tkt: A32130254 Date: 08/01/13 Time: 08:48 Oper: PEG Revision: OOA Company: A M ORTEGA CONSTRUCTION Caller: CODY MCCAIN Co Addr: 10125 CHANNEL ROAD City&St: LAKESIDE, CA Zip: 92040 Fax: 619-390-1941 Phone: 619-390-1988 Ext: Call back: ANYTIME Formn: CODY MCCAIN Phone: 619-249-7218 Email: CODY@AMORTEGA.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:AVENUE 54 X/ST 1: MADISON ST MPM 1: - MPM 2: Locat: N/SIDE OF AVENUE 54 612FT W/OF ,W/CURBFACE OF MADISON ST Excav Enters Into St/Sidewalk: Y Grids: 553000234 553000312 Lat/Long : 33.656811/-116.253805 33.657069/-116.252955 : 33.656057/-116.253576 33.656315/-116.252726 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: AUGER TO INSTALL 1 UTILITY POLE AND 1 GROUND ROD Wkend: N Night: N Work date: 08/05/13 Time: 08:47 Hrs notc: 096 Work hrs: 048 Priority: 2 Instruct : MARK BY Permit: BLANKET Done for: S C GAS Tkt Exp: 08/29/13 Mbrs : CVW85 IID02 LAQ01 SCG10G UTWCPD UVZINDIO 1 Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Thursday, August 01, 2013 8:47 AM To: Digalert Email Group Subject: USAS LAQ01 2013/08/01 #00002A A32130249-OOA NORM NEW LAQ01 00002A USAS 08/01/13 08:47:23 A32130249-OOA NORM NEW GRID Ticket: A32130249 Date: 08/01/13 Time: 08:44 Oper: PEG Chan: 200 Old Tkt: A32130249 Date:•08/01/13 Time: 08:47 Oper: PEG Revision: OOA Company: A M ORTEGA CONSTRUCTION Caller: CODY MCCAIN Co Addr: 10125 CHANNEL ROAD City&St: LAKESIDE, CA Zip: 92040 Fax: 619-390-1941 Phone: 619-390-1988 Ext: Call back: ANYTIME Formn: CODY MCCAIN Phone: 619-249-7218 Email: CODY@AMORTEGA.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:AVENUE 52 X/ST 1 : JEFFERSON ST MPM 1: MPM 2: Locat: N/SIDE OF AVENUE 52 996FT W/OF W/CURBFACE OF JEFFERSON ST (POSSIBLE :CLOSER X/ST WATERMARK VILLAS DR) Excav Enters Into St/Sidewalk: Y Grids: 5530A011 Lat/Long : 33.671132/-116.272420 33.671402/-116.271581 : 33.670359/-116.272172 33.670628/-116.271332 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: AUGER TO INSTALL 1 UTILITY POLE AND 1 GROUND ROD Wkend: N Night: N Work date: 08/05/13 Time: 08:45 Hrs notc: 096 Work hrs: 048 Priority: 2 Instruct : MARK BY Permit: BLANKET Done for: S C GAS Tkt Exp: 08/29/13 Mbrs : CVW85 IID02 LAQ01 SCG1OG UTWCPD UVZINDIO 1 Daniel Valenzuela From: OCARS_Pro@digalert.org Sent: Thursday, August 01, 2013 8:45 AM To: Digalert Email Group Subject: USAS LAQ01 2013/08/01 #00001A A32130242-OOA NORM NEW LAQ01 00001A USAS 08/01/13 08:45:26 A32130242-OOA NORM NEW GRID Ticket : A32130242 Date: 08/01/13 Time: 08:42 Oper: PEG Chan: 200 Old Tkt: A32130242 Date: 08/01/13 Time: 08:45 Oper: PEG Revision: OOA Company: A M ORTEGA CONSTRUCTION Caller: CODY MCCAIN Co Addr: 10125 CHANNEL ROAD City&St: LAKESIDE, CA Zip: 92040 Fax:. 619-390-1941 Phone: 619-390-1988 Ext: • Call back: ANYTIME Formn: CODY MCCAIN Phone: 619-249-7218 Email: COD.Y@AMORTEGA.COM State: CA County: RIVERSIDE Place: LA QUINTA Delineated: Y Delineated Method: WHITEPAINT Address: Street:FRANCES HACK LN X/ST 1: AVENIDA BERMUDAS MPM 1: MPM 2: Locat: N/SIDE OF FRANCES HACK LN 101FT E/OF E/CURBFACE OF AVENIDA BERMUDAS Excav Enters Into St/Sidewalk: Y Grids: 0879FO12 Lat/Long : 33.671132/-116.303937 33.671402/-116.303098 :33.670359/-116.303689 33.670628/-116.302849 Caller GPS: Boring: Y Explosives: N Vacuum: N Re -Mark: N Work: AUGER TO INSTALL 1 UTILITY POLE AND 1 GROUND ROD Wkend: N Night: N Work date: 08/05/13 Time: 08:42 Hrs notc: 096 Work hrs: 048 Priority: 2 Instruct: MARK BY Permit: BLANKET Done for: S C GAS Tkt Exp: 08/29/13 Mbrs : CVW85 IID02 LAQ01 SCG10G UTWCPD UVZINDIO 1) 1 30400 Solon Rd. Solon, OH 44139 Sheet: 1 of 12 UVACLAP www.aclara.com Job No: 121228 .STRUCTURAL CALCULATIONS . Project: 490-11700-SOL-Conc Location: California Client: So. Cal Gas Co. .Date: 12/28/2012 r Applicable Codes: 2010 California Building Code ASCE.7-05 Minimum Design Loads for Buildings and Other Structures TIA-222-G Standard 2009 AASHTO LTS-5th Edition G.O.95 Scope of Calculations: Analyze the 26.3' Concrete Pole to support the proposed Omni Antennae, 450 Mhz Antennaes, Solar Panel, and DCU Node Cabinet as shown on Page 2. References: Ameron Pole Products & Systems, MEOX-8.5SPL ACLARA Design Drawings Results: • The Concrete Pole is adequate and has sufficient capacity to support the proposed installations. Use a (2) 3/4" Stainless Steel Banding Straps to support each appurtenances to the pole. All engineering services are performed on the basis that the information used is current and correct. The information may consist of, but not limited to information supplied by the client regarding the structure itself. Aclara assumes that all structures were constructed in accordance with the drawings and specifications and are in good condition & have not deteriorated, and that their capacity has not significantly changed from the "as new" condition. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices of General Order 95. 355 S. Grand Ave. Suite 2450 Los Angeles, Ca 90071 (T) 213)244-2324 clee@aclara.com 24.2' F450 FpoLv 27.2' 24.2' 13.2' www.aclara.com JOB: 121228 213)244-2324 (T) Subject: A* uLAR.A 440)528-7199 (F) By: CL DATE 12/28/2012 Sheet No: 3 of 12 Wind Load Analysis:'450 antennae + Height (AGL , centerline) = 27.2 [ft] F = qZ * Gh * Cf * A (ASCE 7-05, EQ. 6-28) # qZ = 0.00256 * KZ * KZ, * Kd * V2 * I (ASCE 7-05, EQ. 6-15) 3 Exposure "C" . V = 85 - [mph] I= 1.0 (ASCE 7-05, Table 6-1) " KZ = 2.01 (Z/zg)C2,a) (ASCE 7-05, Table 6-3) i k KZ = 0.96 Kd = 0.85 (ASCE 7-05, Table 6-4) KZ, = 1.0 (ASCE 7-05, EQ. 6-3) qZ = 15.09 [psf] Gh = 1.1 Cf = 1.0 F = 16.60 x A Appurtenances &'A 0% em &AuLAM www.aclara.com 213)244-2324(T) 440)528-7199 (F) JOB: 121228 Subject: By:. CL DATE Sheet No: 4 of Wind Load Analysis: SOLAR PANEL Height (AGL , centerline).= 24.2 [B] . F = qZ * Gh * Cf * A (ASCE 7-05, EQ. 6-28) qZ = 0.00256 * KZ * KZ, * Kd * VZ * I (ASCE 7-05, EQ. 6-15) Exposure "C" V = 85 [mph] I = 1.0 (ASCE 7-05, Table 6-1) A KZ = 2.01 (zhg)tz/°) (ASCE 7-05, Table 6-3) KZ = 0.94 Kd = 0.85 (ASCE 7-05, Tahle 6-4) . KZ� = 1.0 (ASCE 7-05, EQ. 6-3)- qZ = 14.78 [psf] Gh = 1.1 Cf = 1.0 F= 16.26 x A Appurtenances 12/28/2012 12 www.aclara.com JOB: 121228 LAPA 213)244-2324 (T) Subject: 440)528-7199 (F) By: CL DATE 12/28/2012 Sheet No: 5 of 12 Wind Load Analysis: DCU NODE CABINET Height (AGL , centerline) _ F=%*Gh*Cf.*A qZ=0.00256*K:*KZ**Kd*V2*1 Exposure "C" V=. 85 [mph] I = 1.0 KZ = 2.01 (z/zg)(z/") KZ = 0.94 Kd = 0.85 Ku = 1.0 qZ = 14.78 [psfl Gh = 1.1 Cf = 1.0 F = 16.26. x A 24.2 [ft] (ASCE 7-05, EQ. 6-28) (ASCE 7-05, EQ. 6-15) (ASCE 7-05, Table 6-1) (ASCE 7-05, Table 6-3) (ASCE 7-05, Table 6-4) (ASCE 7-05, EQ. 6-3) Appurtenances G www.aclara.com JOB: 121228 213)244-2324 (T) Subject: 440)528-7199 (F) By: CL DATE 12/28/2012 Sheet No: 6 of 12 Wind Load Analysis: POLE Height. (AGL, centerline) _ F=qZ*Gh*Cf*A qZ=0.00256*KZ*KZ,*Kd*V2*1 Exposure "C" V = .85 [mph] I = 1.0 KZ = 2.01 (z/zg)(2/°) KZ = 0.95 Kd = 0.85 K, = 1.0 qZ = 14.94 [psf] Gh Cf = 0.92 F= 15.11 x 13.2 [ft] (ASCE 7-05, EQ..6-28) (ASCE 7-05, EQ. 6-15) (ASCE 7-05, Table 6-1) (ASCE 7-05, Table 6-3) (ASCE 7-05, Table 6-4) (ASCE 7-05, EQ. 6-3). [ROUND POLE] Appurtenances www.aclara.com A LRA 213)244-2324 (T) 440)528-7199 (F) Node Cabinet Appurten L = . 21.5 [in] W = 13.5 [in] D = 8.3 [in] *Effective Area= 2.02 [sf] (shielded) Weight = 55 [lbs] Height of Cabinet = 21 [ft] to Bottom Height of Cabinet = 22 [ft] to CL Proposed Antenna: 450 MHz JOB: 121228 Subject: By: CL DATE 12/28/2012 Sheet No: 7 of 12 ances Wind Pressure = 16.26 [psf] Wind Load = Wind Pressure * Area Wind Load = 32.8 [lbs] Overturning Moment = Wind Load * Height Overturning Moment.= 721 [lbs -ft] Appurtenances Wind Pressure = 16.60 [psf] L = 36 [in] D= 1.0 [in] # of Antennas = 2 *Effective Area = 0.25 [sf] Weight = 2 [lbs] Height of Antenna = 24.5 [ft] Solar Panel A L = 22.8. [in] W = 31.3 [in] D = 14.2 [in] *Effective Area = 9.00 [sf] Weight = 18.3 [lbs] Height of Panel = 22 - [ft] *Note: Node Cabinet Shielded by the Solar Panel Wind Load = Wind Pressure * Area Wind Load = 8.3 [lbs] Overturning Moment = Wind Load * Height Overturning Moment = 203 [lbs -ft] ppurtenances Wind Pressure = 16.26 [psf] Wind Load = Wind Pressure * Area Wind Load = 146.3 [lbs] ' Overturning Moment = Wind Load * Height Overturning Moment = 3219 [lbs -ft] Total Overturning Moment = 4346 [Ibs•ft] Total Weight of Appurtenances = 77.3 [lbs] Total Wind Load = 196 [lbs] Pole Rebar (8) 11 Ga Longitudinal Steel Wire ASTM A-82, (8) 9mm Prestressing Steel Wire ASTM A-421, 12Ga Spiral Steel Wire at 3" Pitch, ASTM A-82 www.aclara.com JOB: 121228 Nal ACLAM 213)244-2324 (T) Subject: 440)528-7199 (F) By: CL DATE 12/28/2012 Sheet No: 8 of 12 Pole Properties H = 26.4 [ft] Pole Wind Pressure = 15.11 [psfl Top O.D. = 5 [in] Wind Load = Wind Pressure * Area Bottom O.D. = 9 [in] Wind Load = 232.8 [lbs] Area of Pole = 15.4 [sq. ft.] Overturning Moment = Wind Load* Height/2 Weight = 1250 [lbs] Overturning Moment = 3073 [lbs-ft] Total Shear =. 428 [lbs] Total Overturning Moment = 7419 [ft- lb] E.P.A. = 9.50 [sq. ft] Factored'Moment, M„ = 11.87 [ft•k] Mu < �*MN �*MN = (0.65)*(26500 ft•kips) = 17.2 [ft:k] Pole Rebar (8) 11 Ga Longitudinal Steel Wire ASTM A-82, (8) 9mm Prestressing Steel Wire ASTM A-421, 12Ga Spiral Steel Wire at 3" Pitch, ASTM A-82 www.aclara.com AL.�l A213)244-2 24 (T) 440)528-7199 (F) Anchorage of Appurtenances: Du,u Box to role DCU Box [lbs] .F= 32.8 [lbs] V = 55 [lbs] # of Straps = 2 F/Strap = 16.4 [lbs] V/Strap = 27.5 [lbs] Use 3/4" Banding Strap [lbs] OR Approved Equal Tallowable > 16 [lbs] Vallowable > 28 [lbs] Other Appurtenances: Solar Panel JOB: 121228 Subject: By: CL DATE Sheet No: 9 of 12/28/2012 12 F = . 146.3 [lbs] V = 18.3 [lbs] # of BOLTS = .2 F/Strap = 73.2 [lbs] V/Strap = 9.2 [lbs] Use 3/4" Banding Strap OR Approved Equal, Tallowable > 73 [lbs] Vallowable > 9 [lbs] V Mara 355 S. Grand Ave. Suite #2450 Los Angeles. Ca 90071 Tel: (213) 268-1212 Fax: (440) 528-7199 Tide: ,bb # Engineer: Project Desc.. P. SK 16 AN 1e13. IGr• u Seismic Design for Concrete Pole ocaipaney category::: Calculations per ASCE 7.05 Occupancy Category o1 Building or Other Structure .. B' : AA Buildings and other structures except Base fisted as Category I,111. and N ASCE 7-05. Pago 3. Table 1.1 Owipan y Importance Factor = 1 ASCE 7-05. Page 116. Table 11.5-1 USER DEFINED Grourid`th4otfon ASCE 7-05 9.4.1.1 Atex Ground Mona. 5% Damping SS = 2.019 g. 0.2 sec response S t 0.8010 g, 1.0 see response Site Class Site Coeff, and Design Category Site Classification ro' : Shear Wave Velocity 600 to 1.200 ftec = D ASCE 7-05 Table 103.1 She Coefficients Fa & Fv (raeg shajhMine ivapofabon horn table vdues) Maximum Considered Earthquake Acceleration Design Spectral Acceleration Fa = 1.00 Fv = 1.50 SMs=Fa Ss = 2.019 S,�1 =Fv St = 1.211 s or s us 2r3 = 1346 S D s tai 23 = 0.807 ASCE 7-05 Table 11.4.1 ASCE 7-05 Table 11.4.1 ASCE 7-05 Table 11.4.3 ASCE 705 Table 11.4.4 Seiwk De4n Category = E S l >• 0.75 ASCE 7-05 Table 11.61 Resisting System- ASCE 745 Table 1221 Basic Seismic Foca Resisting System. Camilevaed column systems detailed to conform to specific classification Timber trames Responsa Modification Coefficient 'R' = 1.50 ceding height Limits: System Overstrenpth Factor ' Wo1.550 Calegoy'A 8 B- LgrM: limit = 35 Category "' Limit: L•mit = 35 Deflectron Ampfflca0on factor 'Cd' = 1.50 Category "W Ling: Limit = 35 NOTE! See ASCE 7-05 forallapplicabk: kovio es. Category -E- Unit. Not Pem¢ted Category'F• Limit Not Permitted Redundancy Factor ASCE 7-05 Section 12.3.4 Seismic Design Category of D. E. or F. Redundancy Fads' p' Set by User to - 1.0 Lateraf.Force,Procedure ASCE 705 Semon u.6 Equivalent Lateral Face Procedure The'Eaavaleni Lateral face Procedure' is being according to the provisions of ASCE 7-0512.8 Determine BUildiny Perioif Use ASCE 12.8.7 Structure Type for Budding Period Calmlation : All Other Structural Systems ' Ct' value = 0.020 hn'' Height from base to highest level = 27.20 1t "x * value 0.75 Ta ' Approximate tundenwfal period using Eq. 12.8.7: Ta - Ct' (hn " x) _ 0.238 Soc 'TL* : Long -period transition period per ASCE 7-05 Maps 22-15 -> 22.20 8.000 sec Building Period' Ta' CaWated from Approxereta Method selected 0.238 sec ASCE 7145 Section 11.8.1.1 S D Shat Period Design Spectral Response = 1.346 From Eq. 12.8-2. Preliminary Cs _ 0.667 • R - : Response M:odilication Factor = 1.50 From Eq. 12.8-3 612.81, Cs nead not exceed = 2.259 • I' : Occupancy hnportanoe Fader = 1 From Eq. 12.8-5 & 12 8-6. Cs rat be less than = 0.269 User has selected ASCE 12.8.1.3 : Regular structure. Cs :Seismic Response Coefficient = = 0.6667 Less than 5 Stories and with T <- 0.5 sec. SO Ss ,1.5 for Cs calculation Adara Title : Job # 355 S. Grand Ave. Suile #2450. Engineer. Los Angeles, Ca 90071 Project Desc.: Tel: (213) 268-1212 Fax: (440) 528-7199 amtao r= at�ee. io taNr+r. rc i✓u Seismic Ba!wShear. ASCE 7-05 Sorien 12.8. i CS - 0.6667 from 12.8.3 W ( see Sum 1Vi below) = 1.25 It Seismic Base Shear V = Cs' W = 0.83 k Vertical.Distribution of. Seismic Fortes ASCE 7-05 Suction 12.&3 k' : hx exponent based on Ta 1.UU 7alik of buff&V Weights by Fbor leM— Leval P W: Weight H: Height (WiHi) It Cvx Fx=Cvx' V Sum Stay Shear Sum Story Moment t 1.25 13.20 16.50 1.00 0.83 0.83 0.00 Sum Wi = 1.25 k Sum W1' H = 16.50 k -ft Total Base Shear = 0.83 k Base Moment = 11.0 k41 Diaphraarri Forces • Wsrhici beSign Category `B" to "F" ASCE 7.05 95.2.6.4.4 Level 9 Wi Fi Sum Fi Sum Wi Fpx 1 1.25 0.83 0.83 1.25 0.67 Wpx ... ... .. Weight at level of diaphragm and other structure elements attached to if. Fi ... ................. ...... Design Lateral Force applied at the level. Sum Fi ....... .. ....... . ... Sum of 'Lat. Force' rA current level plus all levels above MIN Req'd Force @ Level ........ 0.20' SD ' I' Wpx MAX Req'd Force @ level ........ 0.40 ' Sas 'I ' Wpx Fpx : Design Force @ Level ...... Wpx' SUM(x->n) Fi ! SUM(x->n) tai, x = Current level, n = Top Level Aclara Title : .kb ? 355 S. Grand Ave. Suite #2450 Enginee Los Angeles. Co 90071 Pm)ect Desc.: Tel: (213) 268-1212 _..... _ Fax (440) 528-7199 Applied:Loads dee0iacWra oom P ieM;16.10I 3. +:25M Pole Foofmg2EmbeddedT0n Soii�1eCi°°°`""'��IJoQ0r t 4 - a Lic.#:KW-06OD9225 _,Ba)RCALC.@IC;19812a11.&ddi312hi2�4r8:]25J1., Licensee: CJP Associates Desaiption : Embedment Design k Code References . . Lr: Real Lire Calculations per IBC 2006 1805.7.2. CBC 2007, ASCE 7-05 kill k -h Load Combinations Used: 2006 IBC 8 ASCE 7.05 It General kdormation S: Snow . Pole Footing Shape Rectangular kill k -ft Footing Width .............. 9.0 in 0.4260 k Calculate Min. Depth for Allowable Pressures E: Eeithqualte Lateral Restraint at Ground Surface kill k -ft Allow Passive ........ .........500.0 Pd k Max Passive ..... ............. 1,500.0 Psi Load distance above Controlling Values TOP of Load above ground surface Governing Load Combination: .0,0.70E+H 26.30 ft Lateral Load 0.5810 k 1 Moment 15.280 k-ft BOTTOM of load above ground surface Restraint @ Ground Surface Pressure m Depen Actual 1.453.50 Psi Allowable 1,500.0 psf Surface ReRamt Force 5,576.48 lbs •: t .Wig e"MI l �iil'� g . Foxing Base Area 0.428 0.562511^2 Ma>omum Sod Pressure 0.581 2.272131 .... .... ......................... _.._............. _........ _..... _ ...._._.........._._! Applied:Loads 0.321 8.442 Lateral Concentrated Load 0.436 Lateral Distributed Load Applied Moment D : Dead Load k k11 k -h Lr: Real Lire It kill k -h L: Live It klfl k -ft S: Snow . k kill k -ft W : Wind 0.4260 k kfl k -ft E: Eeithqualte 0.830 k kill k -ft H : Lateral Eardr k kill k -ft Load distance above TOP of Load above ground surface ground surface 26.30 ft it BOTTOM of load above ground surface It k k k k k +D•W+H 0.428 11.256 +D.0.70E+H 0.581 15280 +D+0.7501-r+0.75OL•0.750W-1-1 0.321 x 8.442 +D•0.150L+0.750S+0.750W+H 0.321 8.442 +D4750Lr•0.750L.0.5250E+H 0.436 11460 -D+0.750L+0.7505+0.5250E•H 0.436 11.460 +0.601)+W+H 0.428 11.256 .0.60D•0.70E•H 0.581 15.280 0.13 5.50 0.0 1495.5 KI 5' 1,500.0 I.uuu 1.000 6.50 1.453.5 1,500.0 1.000 4.88 1.427.6 1,500.0 1.000 4.88 1,427.6 1.500.0 1.000 5.63 1455.6 1,500.0 1.000 5.63 1,455.6 1,500.0 1.000 5.50 1,495.5 1.500.0 1.000 6.50 1,453.5 1,5000 1.000 \� / JI R Epe a;zes gym K�¥ $.§§ 5 §`/ � A \ m _ ] EL VAT ONS \ ox AN[aON AC" \ I• �. � ¢ -28.3' AMERON \ ! j DCO BOX DETA L_ _U fiQ_ _I _� _ � k . ACLARA � INE M MTDI WaAM 01 INS IRA" EDD nc SQL pow 6 AQMA IILLDSQS LLC ANT Pf7emom N PMI W VALE VIRNT THE VRDT01 KMS MN Or AQARA TEDALLDDQS LLC IS iRQWTIM an®o n NOTES: 1. THE DIAGRAMS SHOWN HEREIN ARE EXAMPLES ONLY AND IS NOT DESIGNED FOR A SPECIFIC INSTALLATION. SPECIFIC SITE DESIGN SHALL BE ENGINEERED BY A QUALIFIED INDIVIDUAL. d ' 2. LOAD AND VOLTAGE DROP CALCULATIONS MUST BE PERFORMED FOR SPECIFIC SITE DESIGN. 9�4, 3. AERATE CONDUCTORS AS REQUIRED BY NEC. ' 4. ALL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY. 5. ALL CONDUCTORS SHALL BE COPPER AND THHN/THWN RATED INSULATION c 6. ALL OUTDOOR INSTALLATION SHALL BE IN AN OUTDOOR RATED ENCLOSURE. t 7. GROUND RESISTANCES HALL BE 5 OHMS OR LESS. PROVIDE THE NECESSARY GROUND ROD ' QUANTITIES TO ACHIEVE THE REQUIRED GROUND RESISTANCE. i �I #14 THHN(THWN (TYP.) ,`T-, RO'a 65W SOLAR PANEL _ _ 1 OA/1 P F w I ) 40 WATTS #8 AWG STRANDED CU. GREEN ±' –1 INSULATION TO ANTENNA MOUNTING BRACKET d CID — — WP ENCLOSED CB CONNECTOR 12"X4"X114'TH, TINNED COPPER BUSS BAR CQ DCU TO OTHER EXISTING GROUNDING SYSTEM d a #8 BTCW GROUND RING/ROD C7 _#8 AWG STRANDED CU. GREEN INSULATION (5/8" DIA, X 8 FT. LONG) d A a SOLAR POWER SOURCE w a.a w ' NOTES I. MAXIMUM CABINET VEIGHT NOT TO EXCEED 551 VITH BATTERIES. 3 ENCLOSURE RATED NEMA 3R ALL RIaTSIRESERVED IPI RIETAItYQ ML &WIDENTIAL uaan Poona rr ra[D.G. ACLARA or v d11` -'-----"----- w ewaa i1TIL L - -3.-.BRAVING NOT TO SCALE�•� 4. RF COAXIAL CABLES ARE TO BE SECURED USING TRAP BOXES, w -`— - - --- - - - �- - -- - -- - -- - -.r - . - - _ . �. _ - uu`.. 'y~ n rw �+r.-! 1ua Yu Ul'. =nr :Q.: STAINLESS STEEL BANDING, SNAP LDCKS ETC.cnv=rn 5. GRAVING DEPICTS AN ACLARA RECOMMERED INSTALLATION LOCAL CODES AND INDEPENDENT EVALUATO3N SHOULD BE USED TO CERTIFY THE METHOD Df INSTALLATION AT A SPECIFIC SITE. "• QTw1ac N/A B DD 5 of 6 ILL scAIE Ian 5-1/8' OCT. (ACROSS FIATS) POLE TOP WITH CAST ALUM. TOP COLLAR AND TOP CAP, --MODID- . 1-3/4' MIN. RACEWAY REV. I DATE I DESCRIPTION I DRN. I APPR. "F" LEVEL CONFIG CODES ;HANDHOLE N CLASS ENTRY INFO. ATING N NONECREWS NONE "P" LEVEL CONFIG CODES LASSENTRY INFO. 81 . 4FT ANTENNA BOOM AND (2) 36' - CAST ALUMINUM OCTAGONAL 5 AR 65830E OCT P CON. M0038 ANTENNAS (BY OTHERS) (SHOWN AS CAP ASSEMBLY WITH MODBBSF CAST—IN MOD M004L T.B.D. STRUC. MOD MODID ATTACHED ON 1Bd FACE) (2) 3/8'-16UNC v 1' ALLOY (ACROSS MOMENT HEX HEAD MACHINE SCREWS NATION GRADE FLATS) (ft.—lbs.) TOP By TO RETO�S 26'-4" 6'-6" 32'-10" 9" 26,500 T -T AMERON PRIOSHIPMENT 2._1. NOM TWIN 3' ANTENNAS 2'-2' L (BY onlTNs) NOM 5' OCT, (ACROSS MTS) INTERNAL OCU AND BATTERY BOX BANDED TO POLE O tad TO SOLAR PANEL (BY CAST ALUMINUM TOP COLLAR ANTENNA CABLES OTHERS) (SHOWN O 27a) 8 BOOM ANTENNA 4' B(MOD38 POLE TOP) (BY OTHERS) UR PANEL BANDED NORMAL AND SUPPORT SO(4) 3/8'-I6UNC v 1-3/4' LG. (� OTHERS) STL COUPLINGS O 90' APART. TO POLE 0' FACE, FACING EQUALLY SPACED OA SOUTHERLY DIRECTION (BY WITH DIA. BOLT CIRCLE EACH WITH OTHERS) (SHOWN O 9d) O - 12' LC. ANCHOR (EXCEPT (1-3/4') WHERE SIDE MOUNT HOLES INTERFERE); AND MODID. 28'-8" NOM SPUNCAST, OVERALL HEIGHT PRESTRESSED CONCRETE POLE B'. ','- TOP MOUNT DETAIL ' ABOVE GRADE 24'-2' I J�:. POLE * 2' S-5' (M0041.) DCU h BATTERY HEIGHT NOM. (2) SETS OF (2) 1' X 3' BOX (BY OTHERS) ABOVE CABLE EXITS O 0' h 18d WIRE EXITS GRADE 26'-4' 22'-11' NOM C/L (2) , (SHOWN AT 9d k 270') - ]9� t (1) SET AT 8' BELOWRE OYERALL 1' CABLE O 0'h180' X 3' EXIT GROUND, INSIDE POLE I POLE TOP, AND (1) SET AT- (BY OTHERS) ? 1 3'-5' BELOW POLE TOP. Y LENGTH 's.> L 32._10. WIRE EXITS WIRE EXITS; CABLE - ENTRANCE: AND SOLAR PANEL (BY OTHERS) RAO IN POLE ORIENTATIONS (2) 5/8' DIA. X 8 FT COPPER (18' 703 CLAD STEEL RODS (MIN 6 FT C -C) (MOOBF) ? f CONNECTED TO #4 COPPER WIRE RUNNING UP CENTER OF POLE y :. 1/2' CLEAR SPECIAL EMBEDDED -T',.., (BY OTHERS) COVER (TYP.) DEPTH NOM j 6'-6" t. 3+'' (GROPED MOOBBBF: MODBH) 8 9 mm PRESTRESSING MOVE CABLE ENTRANCE AS SHOWN STEEL `+�7E ,� . WIRES (t) 2-1/t' X 9- CABLE ENTRANCE ASTM A-421 O 0' (SHOWN AT 90r) 9. OCT. (ACROSS MTS) :;.l -r --f' 1-J/8' WALL (TYP•) W WITH 5-3/4' t 1/2" I.D. 12 CA SPIRAL STEEL WIRE RACEWAY AT 3' PITCH ;, i �. ASTM A-82 I LOADING MOMENT SHEAR It GA, LONGITUDINAL II T STEEL WIRE WELDED TO ! SPIRAL WIRE ASTM 85 MPH WIND 13,100#' 700# 1 100 MPH WIND 17,900#' 970# MAX SEISMIC 17,400#' 1,1700# POLE SECTION REV. I DATE I DESCRIPTION I DRN. I APPR. "F" LEVEL CONFIG CODES ;HANDHOLE N CLASS ENTRY INFO. ATING N NONECREWS NONE "P" LEVEL CONFIG CODES LASSENTRY INFO. 81 H P 5 AR 65830E OCT P CON. M0038 MOO MODBBSF CAST—IN MOD M004L T.B.D. STRUC. MOD MODID ( ) POLES REQUIRED EACH WITH OCTAGONAL TOP CAP ASSEMBLY (P1N:43516EA) NOTES: 1. MIX (815N): SCE BLACK & WHITE, LIGHTLY EXPOSED AGGREGATE FINISH WITH NO COATING. 2. ASTM CA 50 TYPE III GRAY CEMENT. . 3. Pc @ 28 DAYS - 7,000 PSI, USING SPUN CYLINDER TEST. 4. Pc @ 28 DAYS TO 5,000 PSI, USING ASTM C-31 CYLINDER TEST. 5. POLES MANUFACTURED PER ASTM C-1089-06 SPECIFICATIONS. 6. PROTECTIVE COAT EXPOSED P.C. WIRES AT POLE ENDS. 7. THE POLE DEPICTED IS DESIGNED TO WITHSTAND THE LOADS' IMPARTED BY A SOLAR PANEL (NOT TO EXCEED 10.2 SQ. FT. FRONT AND 7.2 SIDE EPA, 2' CENTER OFFSET, 22'-11" ABOVE GRADE, & 40 LBS.) AND A BATTERY BOX (NOT TO EXCEED 18" OFFSET, 7.1 SO. FT. FRONT AND 2.7 SQ FT SIDE EPA, 80 LBS) AS DESIGNED PER THE 2009 AASHTO LTS-5 IN A 100 MPH WIND ZONE, ALONG WITH ASCE 7-05 SEISMIC ANALYSIS FOR MAXIMUM SEISMIC LOAD REQUIRED IN ANY AREA IN SOUTHERN CALIFORNIA. 8. MINIMUM POLE TOP MODID: 1-314". 9. THE POLE CENTER VOID SHALL BE USED AS A CONDUIT FOR COATED EXTERNAL GROUND WIRE AND ANTENNA COAXIAL CABLES BETWEEN GROUND, DCU, AND ANTENNAS AS REQUIRED, BY OTHERS. 10.POLE SHALL BE INSTALLED SUCH THAT ONE SIDE IS PARALLEL TO CLOSEST CURBLINE AND 0" SHALL BE MOST SOUTHERLY POLE FACE. APPROVED BY DATE ,� ,PZ� Ameron Pole Products SEMPRA ENERGY SPUNCAST DECORATIVE CONCRETE MEOX8.5 SPL POLE WITH TOP CAP, FOR USE WITH ANTENNAS, SOLAR PANEL & DCU BOX (BY OTHERS) TW! OODUNENT CONTNH5 INFORwigN MW OI Is PROMETAR' TO Nw ANERON- IT S V NO' BE REPRODUCED. USED OA DSCLDSED TO ANYONE WTHOIf THE PRIOR WRRTEN PEMMS04 OF NOV AMERON. DRAWN: SJB 0812 SCALE DWG. NO: REV CHK'D: N.T.S. 11208-0151 POLE BUTT ULTIMATE POLE WEIGH POLE HEIGHT EMBEDDED POLE OVERALL DIAMETER G.L. (Ibs.) DESIG— ABOVE DEPTH LENGTH (ACROSS MOMENT 950 AG NATION GRADE FLATS) (ft.—lbs.) MEOXB.SSPL 26'-4" 6'-6" 32'-10" 9" 26,500 1,250 DAL ( ) POLES REQUIRED EACH WITH OCTAGONAL TOP CAP ASSEMBLY (P1N:43516EA) NOTES: 1. MIX (815N): SCE BLACK & WHITE, LIGHTLY EXPOSED AGGREGATE FINISH WITH NO COATING. 2. ASTM CA 50 TYPE III GRAY CEMENT. . 3. Pc @ 28 DAYS - 7,000 PSI, USING SPUN CYLINDER TEST. 4. Pc @ 28 DAYS TO 5,000 PSI, USING ASTM C-31 CYLINDER TEST. 5. POLES MANUFACTURED PER ASTM C-1089-06 SPECIFICATIONS. 6. PROTECTIVE COAT EXPOSED P.C. WIRES AT POLE ENDS. 7. THE POLE DEPICTED IS DESIGNED TO WITHSTAND THE LOADS' IMPARTED BY A SOLAR PANEL (NOT TO EXCEED 10.2 SQ. FT. FRONT AND 7.2 SIDE EPA, 2' CENTER OFFSET, 22'-11" ABOVE GRADE, & 40 LBS.) AND A BATTERY BOX (NOT TO EXCEED 18" OFFSET, 7.1 SO. FT. FRONT AND 2.7 SQ FT SIDE EPA, 80 LBS) AS DESIGNED PER THE 2009 AASHTO LTS-5 IN A 100 MPH WIND ZONE, ALONG WITH ASCE 7-05 SEISMIC ANALYSIS FOR MAXIMUM SEISMIC LOAD REQUIRED IN ANY AREA IN SOUTHERN CALIFORNIA. 8. MINIMUM POLE TOP MODID: 1-314". 9. THE POLE CENTER VOID SHALL BE USED AS A CONDUIT FOR COATED EXTERNAL GROUND WIRE AND ANTENNA COAXIAL CABLES BETWEEN GROUND, DCU, AND ANTENNAS AS REQUIRED, BY OTHERS. 10.POLE SHALL BE INSTALLED SUCH THAT ONE SIDE IS PARALLEL TO CLOSEST CURBLINE AND 0" SHALL BE MOST SOUTHERLY POLE FACE. APPROVED BY DATE ,� ,PZ� Ameron Pole Products SEMPRA ENERGY SPUNCAST DECORATIVE CONCRETE MEOX8.5 SPL POLE WITH TOP CAP, FOR USE WITH ANTENNAS, SOLAR PANEL & DCU BOX (BY OTHERS) TW! OODUNENT CONTNH5 INFORwigN MW OI Is PROMETAR' TO Nw ANERON- IT S V NO' BE REPRODUCED. USED OA DSCLDSED TO ANYONE WTHOIf THE PRIOR WRRTEN PEMMS04 OF NOV AMERON. DRAWN: SJB 0812 SCALE DWG. NO: REV CHK'D: N.T.S. 11208-0151 ROUND TAPERED STEEL valmontV DS210 STRUCTURES Liqht Duty Job Name: Client Name: Job Location - City: State: Created By: Date: Product: DS210 -- Quote: Customer Approval: Date: ANCHORAGE,'DATA LE 13ASE PLATE ANCHOR BOLTS Anchor Base Detail 180" 5.90 1 11 19.0010.501 10.00 MOM 10:875;1.00 x 36.00 x 4.00; 4.13 377 �6 50 1' 11 1 9.50; 0.50 10.50 ;0.875' 1.00 x 36.00 x 4.00' 4.13 0.25 6.60 11 19.50; 0.50 10.50 :0.875:1.00 x 36.00 x 4.00':. 4.13 0.25 7.00 i 11 :10.001 0.50 10.88 .0.875 1.00 x 36.00 x 4.00; 4.13_ 0.25 j 7.00 1 7 '10.00: 0.50: 10.88 1.000! 1.00 x 36.00 x 4.001 4.25 10.25 7.30 1 11 ':.10.50: 0.50' 11.25 10.8751 1.00 x 36.00 x 4.00: 4.13 ; 0.25 7.82 ! 11 111.001 0.501 11.50 0.875:1.00 x 36.00 x_4.00 R59OA250 SL = Silver 8.00 1111.00; 0.501 11.50 10.875:1.00 x 36.00 x 4.00 4.13 10.25 8.00.1 7 :11.0010.50: 11.50 :1.250:1.25 x 42.00 x 6.001 5.00 10.25 1 8.50 11 :11.50':. 0.50 € 12.00 ' 1.000:1.00 x 36.00 x 4.004.25 n 0.25 f 9.00 1 11 '12.% 0.501 12.38 11.000 1.00 x 36.00 x 4.00; 4.25 10.25 9.00 1 7 ;12.501:0.50 12.38 :1.250.1.25 x 42.00 x 6.00 5.00 0.25 9.50 ; 11 '13.0010.501 13.00 11.00011.00 x 36.00 x 4.001 4.25 10.25 10.00 11 ;13.50; 0.501 14.00 11.000:1.00 x 36.00 x 4.00: 4.25 10.25 10.001 7 ;13.50: 0.50 14.00.:1.250:1.25 x 42.00 x 6.00 5.00 _ __0.25 30' 0" LOAD AND. DIME'NS.IONAL DATA PRODUCT ORDERING CODES 19_3 ' 482_ 1 15.1 377 i 12.2 305 1 1.._3.10 i 11 140 ; R590AZ00 I- . PP = Prime Paint 20'-0" 20 -0" 24.2 605 --- - -... i .19.3 ---..._..:..- 482 --- ._...._._..-_.__. 15.6 390 1 _5.90_ T - 1 6.50 -...----.. 3 70 _ -__ 11 - -t.-- 160 - 00 R650A200 GF = Galvanized + ST = Sandstone Basic 1 Coat Powder. 12.5 1 312 9.9 247 8.0 200 _ 5.90 2.40 11 155 R59OA250 SL = Silver 2 Coat Powder or Liquid.D5 Includes epoxy primer 25'-0" 2_0_.3 i 507 s 16.2: 405 13.1 327 7.00 3.50: 11 200 1 R700A250 R850A350 n DT = Dark Tan 30.5 760 24.0 625 19.8 495 1 7.00 3.50 7 1 280 R700E250 top coat. V4 =V -PRO 4 y R900E389 11.7_ I 9.3 232 7.5 RTDOA450 i _6.6_0 i 2.40: ----- 11 ----...- -- 200 R660A300 .0 RTOOE450 30' 0" _292 _ :18.9 ! 473 14.9 -373--.x.12.0 _187 300-..�_ 8.00 3.80 ' ' 265 -- 300 R800A300 i.. _ 33.5 "-838 27.0: _ 675 22.0 1 550 8.001 3.80 ' _11_ 7 _ 380 R800E300_ 1 Maximum EPA(Effective Projected o 11.2 280 8.9 222 7.1 177 7.30 2.40: 11 250 R730A350 ..., Area) and weight values ale based E m 35'-0" a. 18.9: 472 15 1 377 ... _....... 12.2 i _.._..._.._.._._._.._...;..._ _.._ ._._.._ _ . 305 i 8.50 3.60 _...._.__ ._._.......-- 11 ...__.__.._.;....____---- - 315 ----- 1 R85OA350 ._--'----.__._.._.: on top mounted luminaires and/ or brackets having a centroid 2'•6' « N dr .....____.. ..............--....._;_..-. 23.2: 580 i 18.2: 455 14.5 ' 363 ' 9.50 ' 4.60: 11 370 R950A350 above the Nominal Mounting N L 10.7 267 i' 8.5 ' 212 s 6.6 165 1 7.82 i 2.40 1 11 285' R782A389 Height Variations from saes c�p 39'-0" 17.2 430 1'3.5 ' 338 10.8 270 1 9.00 3.58 .11 355 R90OA389 1 above are available upon inquiry at the factory. Satisfactory pertor- U ami 12 28.5 715 i 23 0 t 575 19 0 475 1 9.00 3.58 ' 7 1 : 515 - R900E389 1 mance or poles is dependent upon $ n 17.4 435 13.5 338 10.6 ' 265 1 10.00_ 1 3_.70 ( 11 450 RTOOA450 the pole being property attached to a supporting foundation of ai N 28.5 I 715_ 23 0 575 19 0 475 T 10.00 3.70 i 7 650 RTOOE450 adequate design. _ I - 13.2_ 10.6_ 265 8 3 ( 208 01 00 1 3.00 _11 ; 475 RTOOAS00 `2. Structure weight is a nominal value which includes the pole shaft i� to 2 e 50' 0^ -330 _ ` 20.5 I 512 _ 16.5 _ __ �� 412 13 6 340 1 10 00 3 00 ' 7 1 680 RTOOE500 and base plate only.In- cm PRODUCT ORDERING CODES 0 O C) N U (L U) VALMONT INDUSTRIES, INC. 7002 N. 288TH STREET, PO BOX 358 - VALLEY, NE 68064 USA 800.825.6668 VALMONTSTRUCTURES.COM HIM R59OA200 GV = Galvanize 7@180' = Galvanize =Galvanize See Accessories at R65OA200 PP = Prime Paint = Prime Paint =Prime Paint valmontstructures.com R59OA250 FP = Finish Paint WH = White V1 =V -PRO 1 ('»ease spedry) R70OA250 GF = Galvanized + ST = Sandstone Basic 1 Coat Powder. R700E250 D4 = 4 @ 90Finish Paint BK = Black SM = Silver Metallic V2 =V -PRO 2 R66OA30090' R80OA300 = 2 @ SL = Silver 2 Coat Powder or Liquid.D5 Includes epoxy primer RBOOE300 D6 = 3 @ 90' LG = Light Gray top coat R730A350 Tenon Mounting SG = Slate Gray V3=V-PRO 3 R850A350 P2 = 2.38" OD x 4.00" DT = Dark Tan 2 Coat Powder or Uquid. R950A350 P4 = 4.0" OD x 6.00" MB = Medium Bronze includes zinc primer 8 R782A389 R90OA389 pL = 2.40"ODPlainTop CB = Bronze OB = Dark Bronze top coat. V4 =V -PRO 4 R900E389 BN = Brown 2 Coat Powder or liquid. RTDOA450 HG = Hunter Green Includes zinc primer & RTOOE450 DG = Dark Green premium top coat. RTOOA500 RD = Red RTOOE500 SC = Special Color i.. (Contact Factory) _ . -,.... 0 O C) N U (L U) VALMONT INDUSTRIES, INC. 7002 N. 288TH STREET, PO BOX 358 - VALLEY, NE 68064 USA 800.825.6668 VALMONTSTRUCTURES.COM Centrecon Series k *V'Ameron Ameron Centrecon M -Series prestressed, spun -cast concrete lighting poles pro- vide the light pattern required for shopping centers, parking lots, green belts or other areas requiring decorative and roadway lighting. Application can be post top, mast arm or side mounted. These strong, durable poles are available in vari- ous aggregates and finishes. General Information Ameron's Centrecon Series poles are symmetrically tapered spun - cast, prestressed concrete shafts for either base mounted or embedded installations to provide dense, high strength, centrifugally cast concrete with high -tensile, solid steel prestressing wires, uniformly wrapped with spiral welded wire cage at a controlled pitch for torsional reinforcement. Ameron poles conform to applicable sections of ACI, AASHTO, ASTM and UBC standards. Surface Treatment The concrete shafts are lightly blasted to expose the texture and beauty of the natural and terrazzo aggregates while maintaining sharp definition of details and patterns. Colors and Finishes Standard, pre -formulated and custom aggregate colors are available. See separate aggregate sheet for details. Ameron offers Amershield m, a premium graffiti -resistant coating, plus an assortment of durable;sealers and protectants that further enhance colors, protect the concrete surface.and aid in the removal of graffiti. i i MW ! Centrecon Series MEO - Octagonal Pole - Embedded Ameron 5.1/8" TOP O.D. EMBEDDED SME - INFORMATION GROUND L -EPA based on post top mounting. Consult your representative for other attachment methods and Increased 10a0 capacny requnemcnu F 18" GROUNDLINE 18" I Notes ELEVATION SPECIFICATIONS Use Centrecon Specifications. LUMINAIRE MOUNTING See Technical -Mounting Options Section for more information. PC WIRES .17 SHAFT CROSS SECTION DETAIL COLORS & FINISHES See Color Selection Guide. ANTI -GRAFFITI & SEALER Optional Coatings available for added protection. IN C N Manufacturer reserves the right to alter the product design without prior notice. Consult Ameron or authorized representative for additional Information. 01/12 POLE HEIGHT -A!' BASE O.D. EMBEDDED' . DEPTH "B" OVERALL LENGTH "OL" ULTIMATE' G.L:.MOMENT (FT. LBS.) WEIGHT: (IBS) MAXIMUM EPA/MPH.IT ' Bo 90 100 k1A 9'-10" 6.13/16" 4'-3" 14'-1" IS,450 380 14.0 10.516'-S" 7 -IR" 4'-3" 20'-8" i5,450 690 13.0 10.5 8.0 l8'-0" 7-7/8" 5'-0" 23'-0" 17,000 720 13.0 10.0 1.5 19'-7" 8" 4'-3" 23'-10" 17,440 150 12.0 9.0 6.0 MEO-6.5 21'-3" 8-3/16" S'-0" 26'-3" 18,235 870 10.5 8.0 4.5 MEO 1 23' 0" 8=318" 4'-1" 27'-1" 19,030 900 10.5. 8.0 45 MEO-7.5 24'-1" 8-9/16" 4' -II" 29'-6" 19,910 980 9.5 6.0 3.5 ME04 44'.37 8-13116" 4'-11" 31'-2" 20,790 1,100 8.S 5.5 3.0 MEO-8.5 21'-11" 9" 4' -II" 32'-10" 21,660 1,250 1.5 4.5 2.0 MEO-9 2914" 9-1/4" S'-3" 34'=9" 22540 1,300 6.0 3.5 1.0 MEOX-10 32'-10" 9-3/4" 5'-7" 38'-5" 30,900 I,S00 1 11.0 8.0 4.0 MEOX-10.6 34'-8" 10" 5',fl" 40'-1" 32300 1;600 1 10.0 7:0 3.0 MEOX-11.1 36'-6" 10-1/4" 1 6'-6" 43'-0" 33,900 1700 1 9.0 6.0 2.0 -EPA based on post top mounting. Consult your representative for other attachment methods and Increased 10a0 capacny requnemcnu F 18" GROUNDLINE 18" I Notes ELEVATION SPECIFICATIONS Use Centrecon Specifications. LUMINAIRE MOUNTING See Technical -Mounting Options Section for more information. PC WIRES .17 SHAFT CROSS SECTION DETAIL COLORS & FINISHES See Color Selection Guide. ANTI -GRAFFITI & SEALER Optional Coatings available for added protection. IN C N Manufacturer reserves the right to alter the product design without prior notice. Consult Ameron or authorized representative for additional Information. 01/12 70_� �� tII ret •. ]11Cot^WiS` '"-J4 �4.` 4>ra''• r•••e "1 ays,..�+ I35 a Q•s t�1. a y'� r �..-w a 3 y ->r r�-,�• S` . t� tYi+ s+ .: t —.-?�- -- •cz`-e* 7� ri• _ a ,�,� ' a a ell Slu t.V S l'P . ,n .a" r r • •R - • E.Y .>,p �• :.t r * iso• .t � �'� I f�,}>> �, -� a :s r��H•'Y-yt'K� 'A''-yP�"F� t tx � 7 i � ..-ra: r t GI s�iNss1 i '1Ar r- a � ec c -v) mow: � �•. e'r .,-.=,- �� ." `a.^, � i �• x„' 'X e��L`K .r �r +J, f,� ,;i,� fod �'x. ri• •(,� )t �c�e ` � : T �Z ti x i ��}, ! � '�L C/t,,. 1 Y�. e.,u %.••6" ,Y � as '�t� � ..5. �t �+4 S� it J.�,..�. <i t rAlsf�c �� 1af�� u! a wtL•:��`-:e,.�ri".�, .nal�Tt•.�"' ii� �t,.: €' � �.aYr *ti (�r"'��''i 7 b• ✓ � Tell t1 f. y �!?moi?i r C �J -.rel f �'- �,� yC i\�l 3• / - ,t S y� � {tti24JZR ixi•°, Y ��xF f .Jre Seri rt i i�1 • b Z- �� js'�'.� ^`tTi R_":.'1 : NAM yy's tjs! � _ M. expo ••-•. 4 ! r, y;•F td• tirae�ldC4 �t� �. a,� h.n ••: z ,x �'2L'a �` -�' ""•'ii:�%Ji ar�� t;V it e{�a-ati` �ij' ;.1 �s.al � � iin � at �: �" r'x'srn�xrtr .+r wfr... ai♦ b�,r •dtZ ';s rj aL `'�%av ��rwr M F, .,./��+a `4,7 :�-It.aHw+tw•ri, �i ?'-�Y•I.Ir.YaYYY.1rTf •xq,.'± S Y �Ycj� �"t`��` 't11+'�+. ^'�?��~ f�" a b;era.e � f`-u.J i io • �1]P.-_r�s:,f3f �„ ,.�5�^' � _,,: eit�t�� "'sf 1_ � •- y:ii:.v, ""�i'""x^ e`3sN:�`i4 "'��'• � r -k cr'„"�.r.EC :� .z.te� G: ��' ' ~�- �c, k3 :•.'.oa.r•-•-x..: �: -.n �:`raaw•..w.`1� � 4.y1 u♦a ♦c:. atrr.- i THE DFOMMAIION CONTAINED IN THIS DRAVING IS THE SOLE PROPERTY IF ACLARA TECMMDM LLC. ANY RUIMI TION IN PART OR VHILE VITHDIIT THE WRITTEN PMUSSION OF ACLARA TECHNOLOGIES LLC. IS PROHIBITED. DETAIL D ANTENNA COAX CABLES BANDING BRACKET RUN GROUND P/N1 067-5373G WIRE INSIDE POLE SHAFT —5/16 F/WASH METAL, SS P/NI 069-3305 —5/16-18 X I' HEX HEAD BOLT, SS P/NI 069-561832LS - -' 9.5' DETAIL A ROUNDING CLAMP GROUNDING WIRE 8 GA COPPER CU SOLID 8GA, COPPEk P/NI 098-0049 INSTALL (1) GROUND ROD. P/h, 071-1509 INSTALL (2) GROUND GROUND ROD RODS BASED ON FIELD COPPER noCONDITIONS, AS NEEDED /CC GRADE LINE NOTESI 1. MAXIMUM CABINET WEIGHT NOT TO EXCEED 55# WITH BATTERIES. 2. ENCLOSURE RATED NEMA 3R. 3. DRAWING NOT TO SCALE 4, RF COAXIAL CABLES ARE TO BE SECURED USING TRAP BOXES, 5. DRAWINGS DEPICTS BANDING, SNAP INSTALLATION LOCAL CODES AND INDEPENDENT EVALUATION SHOULD BE USED TO CERTIFY THE METHOD Of INSTALLATION AT A SPECIFIC SITE, 5/8' X 8' STEEL DETAIL E DETAIL C DETAIL B CONNECTIONS TO BE THERPROOFED USING CONE ELECTRICAL TAPE 70 CLASS 'H' ILAMN P/N1 084-0119) 455-47OMHz ANT DCUII P/N, 073-0010 4FFIC SPACE DCU (DATA COLLECTOR U TOP OF POLE — 2'-2' COAXIAL CABLE IS TO BE SECURED 6'_6. TO POLE AND ANTENNA BOOM, SEE NOTE 4• EMBEDM N AND CONSULT INSTALLATION INSTRUCTIONS, TRAP 3/4' 201, SS 2B'-8' 5373D TOTAL ANTENNA BOOM, 4 FT— BRACKET P/Nl 056-9975M 7-5373G 26'-4' A. DRIP LOOPS ARE TO BE FORMED POLE WITH A MINIMUM 2' RADIUS DESIRABLE TO DCU IS TO BE MOUN1 BELOW ANTENNA BOO IT DCU CABINET THREE PLACE DECEM = ISITE THE SOLAR PANEL L. ANTENNA COAX CABLES BANDING BRACKET RUN GROUND P/N1 067-5373G WIRE INSIDE POLE SHAFT —5/16 F/WASH METAL, SS P/NI 069-3305 —5/16-18 X I' HEX HEAD BOLT, SS P/NI 069-561832LS - -' 9.5' DETAIL A ROUNDING CLAMP GROUNDING WIRE 8 GA COPPER CU SOLID 8GA, COPPEk P/NI 098-0049 INSTALL (1) GROUND ROD. P/h, 071-1509 INSTALL (2) GROUND GROUND ROD RODS BASED ON FIELD COPPER noCONDITIONS, AS NEEDED /CC GRADE LINE NOTESI 1. MAXIMUM CABINET WEIGHT NOT TO EXCEED 55# WITH BATTERIES. 2. ENCLOSURE RATED NEMA 3R. 3. DRAWING NOT TO SCALE 4, RF COAXIAL CABLES ARE TO BE SECURED USING TRAP BOXES, 5. DRAWINGS DEPICTS BANDING, SNAP INSTALLATION LOCAL CODES AND INDEPENDENT EVALUATION SHOULD BE USED TO CERTIFY THE METHOD Of INSTALLATION AT A SPECIFIC SITE, 5/8' X 8' STEEL DETAIL E DETAIL C DETAIL B CONNECTIONS TO BE THERPROOFED USING CONE ELECTRICAL TAPE 70 CLASS 'H' ILAMN P/N1 084-0119) 455-47OMHz ANT DCUII P/N, 073-0010 4FFIC SPACE DCU (DATA COLLECTOR U TOP OF POLE — 2'-2' 6'_6. NOM. EMBEDM N cP� T P 2B'-8' OF C TOTAL ALL RIGHTS RESERVED, PROPRIETARY AND CONFIDENTIAL HEIGHT I WE WE 26'-4' A. .L. POLE ANGULAR- MACH m FM ENS RI 25,_8, HEIGHT TYPICAL INSTALLATION THREE PLACE DECEM = ANTENNA A. L. U BOOM CONCRETE 24'-2' HEIGHT FDM THE DR>aNAT EW CmITADaD w TN R YA�ar B 263 ODIC -SOL El(B DCU & A, .L. ACLARA Nn RaRODUiO�N w SOLAR PANEL HEIGHT \-k1S S. GRADE LINE `� I I 'T J 6'_6. EMBEDM N cP� T P OF C (C) 2011 ACLARA TECHNOLOGIES LLC. ALL RIGHTS RESERVED, PROPRIETARY AND CONFIDENTIAL Ixtss mFEltVlffvawm I WE WE DIKENSEMS AS SNOVN wAvv SHR OSM12 - -��n TOLERANCES. FRACneML L cmn DA 0501.12 TITLEI ANGULAR- MACH m FM ENS RI TVG PLACE DECRIAL L TYPICAL INSTALLATION THREE PLACE DECEM = WG Appp• CONCRETE POLE, SOLAf INTERPRET GMMETR(t U . TOLERANCDIG PER, CONCRETE FEFRUM NO SIZE DVG.. NO. FDM THE DR>aNAT EW CmITADaD w TN R YA�ar B 263 ODIC -SOL El(B N/A ACLARA Nn RaRODUiO�N w FEERNISS( GFEACLARA IS PI® mo. NO SCALE LIERM /4 wvt= n A. 514112 D.G. 8.827/12 C.L. C. 1228/12 C.L. A Ol r s J W CO G�2 p lr 0 94 W a W sm 2 of 6 THE INFORMATION CRQADIED IN TNIS DRAVDFG IS THE SOLE PROPERTY OF ACLARA TECHNOLOGIES I.I.C. ANY REPRII CTIDJ IN PART OR VHOLE VOTHIaIT THE VRITTEN PERMISSION OF ACLARA TECHNOLOGIES LLC. IS PRMBM USED TO CREATE DETAIL VIEWS RF CONNECTIO WEATHERPROOI SILICONE ELEi (3M/70CLAS: INSULA'ffi P. BANDING BRACKET P/N,067-5373G 10' LW DETAIL *P NOTES, 1. MAXIMUM CABINET WEIGHT NOT TO EXCEED 55# WITH BATTERIES. 2. ENCLOSURE -RATED NEMA 3R. 3. DRAWING NOT TO SCALE 4. RF COAXIAL CABLES ARE TO BE SECURED USING TRAP BOXES, STAINLESS STEEL BANDING, SNAP LOCKS ETC, 5. DRAWING DEPICTS AN ACLARA RECOMMENbED INSTALLATION LOCAL CODES AND INDEPENDENT EVALUATION SHOULD BE USED TO CERTIFY THE METHOD Or INSTALLATION AT A SPECIFIC SITE, F/WASH METAL,SS 069-3305 5/16-1B X 1', HEX HEAD BOLT, SS P/Nr 069-561832LS ANTENNA BOOM, 4 FT DETAIL N DETAIL R ZING WIRE P/N, 50 455-47OMHz ANT, DCUII DETAIL M 5/16-18 X 1' SS P/ ANT. BASE BRACKET, NMO 056-9975P RUN GROUND WIRE INSIDE POLE SHAFT X 1', HEX HEAD BOLT, 069-561832LS ;UII 5/16 F/WASH METAL SS /16-18 HEX NUT SS R P/N, 069-305 w P/N, 069-330¢9 DETAIL � 7 L} BRACKET, NMO Q IV1\-\��F� TO N -M OF C A�- (C) 2011 ACLARA TECHNOLOGIES LLC. ALL RIGHTS RESERVED. PROPRIETARY AND CONFIDENTIAL, 11111chm We= wit a7E MACLM INS AS DEW NAW m n" .�....., CES, cD,6 CSTITLE, CE t � DW2 MACH' BM CE DECIMAL _ 06 Rm TYPICAL INSTALLATION, LACE DECIMAL = WIS MR CONCRETE POLE, SOLAR T GEm4TRIC 8A RIG PEO XNCRETE mpwm "' k SIZE DVG Na rxE usmuwrmx rm7rAIr+ED CM rHB WA wan a IS I �ouE a Purr 263 CQC-SI1-0� P1ERMIAI N �E �'aCURA S PREH BITE. Np SCALE IWEIGHT, RLvim IT A. 814112 D.G. B. 827/72 C.L C. 1228172 C.L . em 3 of 6 THE DDQt11ATDIN CONTAINED IN THIS BRAVING IS THE SOLE PROPERTY OF ACLARA WHOLOGIES LLC. ANY REPIMICTI N IN PART OR WILE VITW THE VRITTEN PERMISSION OF ACLARA TEn10DMS LLC. IS PROF(IBMM NOTES, 1. MAXIMUM CABINET WEIGHT NOT TO EXCEED 55# WITH BATTERIES. 2, ENCLOSURE RATED NEMA 3R, 3. DRAWING NOT TO SCALE 4. RF COAXIAL CABLES ARE TO BE SECURED USING TRAP BOXES, STAINLESS STEEL BANDING, SNAP LOCKS ETC, 5. DRAWING DEPICTS AN ACLARA RECOMMENbED INSTALLATION LOCAL CODES AND INDEPENDENT EVALUATION SHOULD BE USED TO CERTIFY THE METHOD Or INSTALLATION AT A SPECIFIC SITE. DETAIL 0 OQ�pF ESS/0 1S' S.4 �F c� m 7 49 iv\� c PF C A�% (C) 2011 ACLARA TECHNOLOGIES LLC, ALL RIGHTS RESERVED. PROPRIETARY AND CONFIDENTIAL OIKIISIBIS AS S"" IEGVN aw I uwgm MATERIALS LIST rOLUANCE9 rRACTIONAL I: ITEM NO. PART NUMBER DESCRIPTION QTY. 1 11700 -CELL -SOL -SCG DCU, CELL, SOLAR PVR, SCG 1 2 042-9975. BATTERY, 26 AMP HOUR, DCU 9975 1 3 109-9975D UHF ANT BASE ASSY 2 4 073-0010 455-470MHz ANT,DCUII 2 5 056-9975H ANTENNA BOOM, 4 FT 1 6 109-9975F65 65V SOL PANEL V/ MNTG 1 7 109-11700-02 MTG KIT, CONCRETE POLE, SOLAR 1 070-2570-10 10' LOV LOSS N -M TO N -M 2 067-5373C BANDING STRAP 3/4' 201, SS 5 067-5373G BANDING BRACKET 5 067-5373D BANDING CLAMP 3/4 SS 2MA2256 5 069-561832LS 5/16-18 X 1', HEX HEAD BOLT,SS 10 069-3305 5/16 F/VASH METAL,SS 10. 069-3304 5/16 ' SPR LV, .32 ID X S9 OD, 18-8 SS 10 069-3306 5/16 -IB HEX NUT SS 10 18 098-0048 GROUND ROD, 5/8' X 8' 1 19 098-0049 GROUNDING CLAMP 1 RIO 071-1509 GROUNDING VIRE 8 GA, CU, SOLID 1 mll 098-0050 GROUNDING VIRE SPLICE 1 112 098-0054 CABLE MGMT. BRACKETS, (TRAP BOXES) AS NEEDED 113 TBD SNAP -IN CLAMP AS NEEDED 114 098-0056 LMR -400 2 HOLE BOOM CLAMP AS NEEDED 115 098-0057 LMR -400 4 HOLE BOOM CLAMP AS NEEDED 116 084-0119 FUSION TAPE JAS NEEDED 117 TCP -360 CABLE SPACERS 2 .CONTRACTOR SUPPLIED MATERIALS NOTES, 1. MAXIMUM CABINET WEIGHT NOT TO EXCEED 55# WITH BATTERIES. 2, ENCLOSURE RATED NEMA 3R, 3. DRAWING NOT TO SCALE 4. RF COAXIAL CABLES ARE TO BE SECURED USING TRAP BOXES, STAINLESS STEEL BANDING, SNAP LOCKS ETC, 5. DRAWING DEPICTS AN ACLARA RECOMMENbED INSTALLATION LOCAL CODES AND INDEPENDENT EVALUATION SHOULD BE USED TO CERTIFY THE METHOD Or INSTALLATION AT A SPECIFIC SITE. DETAIL 0 OQ�pF ESS/0 1S' S.4 �F c� m 7 49 iv\� c PF C A�% (C) 2011 ACLARA TECHNOLOGIES LLC, ALL RIGHTS RESERVED. PROPRIETARY AND CONFIDENTIAL OIKIISIBIS AS S"" IEGVN aw I uwgm Irrrn rOLUANCE9 rRACTIONAL I: DECKED 2 TITLEi ANGULAR- MACH t BEND E16 MPR TVU PLACE BUM: TYPICAL INSTALLATION, TWEE PLACE CECIMAL i Ry NiR CONCRETE POLE, SOLAR NTERPRET GEDETRIC OA UERANCIXG PEk Dffb NTE. � UKRETE POMMMr W mrmM 'IE DWG. to Wr THE RIISNNAT- CONTAUEO IN TMIS D ate'-rnc-SQ-EMB WA QiAV. IS THE SBE PRBERIY 6 ACLARA AM RE IMI IN PARI CR �anA2A IS �iei c11 NO SCALE EIGHT, mvi ma n . A. 514112 D.G. B. 8127/12 D.L. C. 12@8112 C.L. SmT 4 of 6 THE DD MATDD1 COITADED DI THIS DRAVDE IS THE SOLE PROPERTY OF ACLARA TECMELOGIES LM ANY REPRODUCTION ' DI PART OR WHOLE VIT w THE VRITTEN PERMISSION OF ACLARA TECHNOLOGIES LLC. IS PROHIBITM 65W SOLAR PANEL I + 10A/1 P WP ENCLOSED CB CONNECTOR NOTES, 1. MAXIMUM CABINET WEIGHT NOT TO EXCEED 55# WITH BATTERIES., 2. ENCLOSURE RATED NEMA 3R. 3, DRAWING NOT TO SCALE 4. RF COAXIAL CABLES ARE TO BE SECURED USING TRAP BOXES, STAINLESS STEEL BANDING, SNAP LOCKS ETC, 5. DRAWING DEPICTS AN ACLARA RECOMMENbED INSTALLATION LOCAL CODES AND INDEPENDENT EVALUATION SHOULD BE USED TO CERTIFY THE METHOD Of INSTALLATION AT A SPECIFIC SITE. NOTES: 1. THE DIAGRAMS SHOWN HEREIN ARE EXAMPLES ONLY AND IS NOT DESIGNED FOR A SPECIFIC INSTALLATION. SPECIFIC SITE DESIGN SHALL BE ENGINEERED BY A QUALIFIED INDIVIDUAL. 2. LOAD AND VOLTAGE DROP CALCULATIONS MUST BE PERFORMED FOR SPECIFIC SITE DESIGN. 3. AERATE CONDUCTORS AS REQUIRED BY NEC. 4. ALL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY. 5. ALL CONDUCTORS SHALL BE COPPER AND THHN/THWN RATED INSULATION 6. ALL OUTDOOR INSTALLATION SHALL BE IN AN OUTDOOR RATED ENCLOSURE. 7. GROUND RESISTANCES HALL BE 5 OHMS OR LESS. PROVIDE THE NECESSARY GROUND ROD QUANTITIES TO ACHIEVE THE REQUIRED GROUND RESISTANCE. �- #14 THHN/THWN (TYP.) f..�y + 40 WATTS IIIIIIII DCU AWG STRANDED CU. GREEN INSULATION SOLAR POWER SOURCE #8 AWG STRANDED CU. GREEN INSULATION TO ANTENNA MOUNTING BRACKET 12"X4"X1/4"TH, TINNED COPPER BUSS BAR TO OTHER EXISTING GROUNDING SYSTEM #8 BTCW GROUND RING/ROD (5/8" DIA, X 8 FT. LONG)LJ 54 civ�� of (C) 2011 ACLARA TECHNIH_OGIES LLC. ALL RIGHTS RESERVED. PROPRIETARY AND CONFIDENTIAL. INS AS SImVN aarx WK UMMJ9 .......... ust a® DJG moot TITLE, MAC' = BM DIG AMR QBE ° TYPICAL INSTALLATION, L BEc L Ky Alpp, CONCRETE POLE, SOLAR T GUKTRIC YA us Tae cmeen :OICRETE �T"^ M0 armmK ra RdlPMT04 aPITARCO a nus N/A AaaaAG IS T E SCILE PROP,,CTO IN PARTKai¢si �SCE ` � A LARA IS T�ialicn" 1GH7- mvnm6 A. 514112 B. 827112 C. 12128112 co CO i� 5of6 28'-8" NOM OVERALL HEIGHT ABOVE GRADE POLE HEIGHT ABOVE GRADE 26'-4" OVERALL POLE LENGTH 32'-10" 24'-2" t 2" 22'-11 " NOM C/L (2) 1"X 3" CABLE EXIT ® 0'&180' 5-1/8" OCT. (ACROSS FLATS) POLE TOP WITH CAST ALUM. TOP COLLAR AND TOP CAP, **MODID*.* 1-3/4" MIN. 4FT ANTENNA BOOM AND (2) 36" ANTENNAS (BY OTHERS) (SHOWN AS ATTACHED ON 180' FACE) 2'-1" NOM RNAL `DCU AND BATTERY BOX BANDED TO ENNA POLE O180' TO SOLAR PANEL (BY �BLES OTHERS) (SHOWN O 270') IERS) SOLAR PANEL BANDED NORMAL TO POLE 0' FACE, FACING SOUTHERLY DIRECTION (BY OTHERS) (SHOWN ® 90') SPUNCAST, PRESTRESSED CONCRETE POLE GROUND WIRE INSIDE POLE (BY OTHERS) 3' N (1-3/4") WIRE EXITS (18-) pit (" 11 s �' (2) 5/8" DIA. X 8 FT COPPER y.,? (MODBF) yf 5b . �, CLAD STEEL RODS (MIN 6 FT C -C) s33�,r��' t CONNECTED TO #4 COPPER WIRE SPECIAL �" , �C_._, RUNNING UP CENTER OF POLE 970# POLE TOP, AND (1) SET AT 17,400#' EMBEDDED: = (BY OTHERS) DEPTH 5'_0" 6'-6" NOM r/ : (GROPED MODBBBF: MODBH) t3i��' %,I MOVE CABLE ENTRANCE AS SHOWN ENTRANCE: AND (1) 2-1/4" X 9" CABLE ENTRANCE 1 ® 0' (SHOWN AT 90') 9" OCT. (ACROSS FLATS) WITH 5-3/4" f 1/2" I.D. RACEWAY "F" LEVEL CONFIG CODES "P" LEVEL CONFIG CODES OPTION CLASS ENTRY INFO. OPTION CLASS ENTRY INFO. COATING N MIX 81 HANDHOLE NONE FINISH 5 CAST ALUMINUM OCTAGONAL SCREWS NONE COLLAR 65830E OCT CAP ASSEMBLY WITH POLE TOP CON. MOD38 (2) 3/8"-16UNC x 1" ALLOY MISC. MOD MODBBBF HEX HEAD MACHINE SCREWS T TOP CAP TO BE ATTACHED BY CAST -IN MOD MOD4L T.B.D. AMERON PRIOR TO SHIPMENT TWIN 3' ANTENNAS STRUC. MOD MODID (BY OTHERS) 5" OCT. (ACROSS FLATS) MEDIUM EMBEDDED OCTAGONAL POLE CAST ALUMINUM TOP COLLAR POLE BUTT ULTIMATE POLE WEIGHT ANTENNA 4' Boots 8" POLE HEIGHT EMBEDDED POLE DIAMETER G.L. Ibs. AND SUPPORT (MOD38 POLE TOP) DESIG- OVERALL ( ) (4) 3/8"-16UNC x 1-3 a" Lc. ABOVE DEPTH (ACROSS MOMENT (BY OTHERS) STL COUPLINGS ® 90' APART, NATION GRADE LENGTH FLATS) (ft.—lbs.) 950 AG EQUALLY SPACED ON, A 3-1/2" DIA. BOLT CIRCLE EACH WITH MEOX8.5SPL 26'-4" 6'-6" 32'-10" 9" 26,500 1,250 OAL 12" LG. ANCHOR (EXCEPT WHERE SIDE MOUNT HOLES INTERFERE); AND MODID. POLES REQUIRED, EACH WITH OCTAGONAL TOP CAP ASSEMBLY (P/N:43516EA) TOP MOUNT DETAIL (MOD4L) DCU & BATTERY (2) SETS OF (2) 1" X 3" BOX (BY OTHERS) CABLE EXITS ® 0' & 180' WIRE EXITS (SHOWN AT 90' & 270') - t so• (1) SET AT 8" BELOW 970# POLE TOP, AND (1) SET AT 17,400#' 3'-5" BELOW POLE TOP. i Q WIRE EXITS; CABLE ENTRANCE: AND SOLAR PANEL (BY OTHERS) ASD WORKING GROUNDLINE PROPERTIES LOADING MOMENT SHEAR 85 MPH WIND 13,100#' 700# 100 MPH WIND 17,900#' 970# MAX SEISMIC 17,400#' 1,1700# POLE ORIENTATIONS POLE SECTION 1/2" CLEAR COVER (TYP.) (8) 9 mm PRESTRESSING STEEL WIRES ASTM A-421 1-3/8" WALL (TYP.) 12 GA. SPIRAL STEEL WIRE AT 3" PITCH ASTM A-82 11 GA. LONGITUDINAL STEEL WIRE WELDED TO SPIRAL WIRE ASTM A-82 NOTES: 1. MIX (815N): SCE BLACK & WHITE, LIGHTLY EXPOSED AGGREGATE FINISH WITH NO COATING. 2. ASTM C-150 TYPE III GRAY CEMENT. 3. fc @ 28 DAYS = 7,000 PSI, USING SPUN CYLINDER TEST. 4. fc @ 28 DAYS = 5,000 PSI, USING ASTM C-31 CYLINDER TEST. 5. POLES MANUFACTURED PER ASTM C-1089-06 SPECIFICATIONS. 6. PROTECTIVE COAT EXPOSED P.C. WIRES AT POLE ENDS. 7. THE POLE DEPICTED IS DESIGNED TO WITHSTAND THE LOADS IMPARTED BY A SOLAR PANEL (NOT TO EXCEED 10.2 SQ. FT. FRONT AND 7.2 SIDE EPA, 2' CENTER OFFSET, 22'-11" ABOVE GRADE, $ 40 LBS.) AND A BATTERY BOX (NOT TO EXCEED 18" OFFSET, 7.1 SQ. FT. FRONT AND 2.7 SQ FT SIDE EPA, 80 LBS) AS DESIGNED PER THE 2009 AASHTO LTS-5 IN A 100 MPH WIND ZONE, ALONG WITH ASCE 7-05 SEISMIC ANALYSIS FOR MAXIMUM SEISMIC LOAD REQUIRED IN ANY AREA IN SOUTHERN CALIFORNIA. 8. MINIMUM POLE TOP MODID: 1-3/4". 9. THE POLE CENTER VOID SHALL BE USED AS A CONDUIT FOR COATED EXTERNAL GROUND WIRE AND ANTENNA COAXI .- / EEN GROUND, DCU, AND ANTENNAS AS REQUIRED ��` Nq LE SHALL BE INSTALLED SUCH THA 10 OOS ST CURBLINE AND 00 SHALL BE MON CLfiE`RLY POLE F APPROVED BY �f� II,��/►' See below for Finance Revenue Codes ENCROACHMENT PERMIT oa+�i PUBLIC WORKS CONSTRUCTION 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: 4/15/2013 LOCATION OF CONSTRUCTION: So Cal Gas Co; Advanced Meter Project; 8 Locations - See Attached Exhibit PURPOSE OF CONSTRUCTION: Advanced Meter Project _........ -...._.... .---....... ........ ..... .__...... _. ....... _...... _ . ....... n� _ "�� -•� . DESCRIPTION OF CONSTRUCTION: Install 8 New Marbelite (Concrete) Poles DIMENSION OF INSTALLATION OR REMOVAL, _ #13 - APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/1/2013 TIME OF COMPLETION: 6/1/ _a-,a....._:_.�._:,.. .,...._..._.....:..LAQUI�ITAESTIMATED CONSTRUCTION COST: less than $5,000 (Including removal of all obstruction, materials, and de9V2q,92t1on and placing permanent.resurfacing and/or replacing improvements) COMMENTS 12/2/2013 - Permit Amended to Relocate IH036 and IH035 (See Attached Email) - (9 Poles Total) $286 Permit Fee 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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. 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 or Agent So Cal Gas Co - Deborah McGarvey 555 W. 5th St, Los Angeles, CA 90013 (213) 244-5969 _.._.._..__.__.. Name of Applicant _... _...,_ ._-. ......... ........ ...... _... _.... _ -._, _.., Business Address Telephone No A.M.Ortega —.. -..._. __.-. 10125 Channel Road, Lakeside, CA 92040 (951) 360-1552 -- ..._...._ Name of Contractor and Job Foreman .._.._.........-_._....._......._... __ _ y._. _ :.. ._ _. __..---- -- -. Business Address Telephone No. 486311 4114 Contractor's License Number City Business License No Old Republic General Ins. Corp _... ...... :... _...,... ,..,.:.... AICG98691302 . Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs Finance Revenue Code _._............... _........ _......... __...... .................... _................. --.................... _ .._ ..._ . .._ .: .,. ._...._.... .,_.. PERMIT NUMBER: 13039 I _Inspection Fee E_1 �_ ; DATE ISSUED; Z ( 13 0.00 Permit Fee E_1 EXPIRATIO DATE` Z $286.00 (As -Built Deposit . E-A BY: . . 0.00 Cash Deposit -Surety Bond, EE=B f $0.00 WORK INSPE TED BY': if required PERMIT COMPLETION DATE':. TOTAL $286.00 If the work is covered by a Subdivision Improvement Agreement, Subdivider t shall request final acceptance of improvements from the City Council, ....._....._ _..................... ..... t h Amy Yu From: Ed Wimmer Sent: Wednesday, December 11, 2013 3:09 PM To: dmcgarrey@semprautilities.com Cc: Amy Yu; Tommi Sanchez; Tim Jonasson; Leonard St Sauver; Bryan McKinney Subject: IID facility conflict at last pole amended pole location Hi Deborah, We talked to IID and their conduit bank is roughly 4 feet in width and they require a foot clearance. Therefore, the location that Southern California Gas chose (5 feet from the curb) and that the HOA approved is logistically the only available location for the pole. The encroachment permit reflects your desired pole location and was ready for issue yesterday. Special thanks to Leonard for his persistence in contacting IID to get the appropriate information. Thanks, Ed Ed Wimmer, P.E. Principal Engineer City. of La Quinta Public Works (760) 777-7088 ewimmer@la-quinta.orq I �{ See below for Finance Revenue Codes ,.,,. ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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: 4/15/2013 ... LOCATION OF CONSTRUCTION: So Cal Gas Co; Advanced Meter Project; 8 Locations - See Attached Exhibit PURPOSE OF CONSTRUCTION: Advanced Meter Project _ ._. _._..----------._.;_,__. ,.... _, .----- .......... _.__......-- DESCRIPTION OF CONSTRUCTION: Install 8 New Mar belite (Concrete) Poles DIMENSION OF INSTALLATION OR REMOVAL;" APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/1/2013 TIME OF COMPLETION: 6/1/ 013 ESTIMATED CONSTRUCTION COST: less than $5,000 (Including removal of all obstruction, materials, a d debris{ Yc -,liho4 E94'Ittion and placing INANCE DEPT. permanent.resurf acing and/or replacing improvements) COMMENTS 12/2/2013 - Permit Amended to Relocate IH036 and IH035 (See Attached Email) - (9 Poles Total) $286 Permit Fee ------ .__ __._.......... 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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulation's of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent So Cal Gas. Co - Deborah McGarrey 555 W. 5th St, Los Angeles, CA 90013 (213) 244-5969 _....,..._._...—_..:..:_....-_._..........._._.__.._.............. _....... ___............_....... ..._......... ..._ .__.._.._.... _. .� .. .�._.�.._.__ ..._ _:__........_....:.__ .._.. ....____.._. _.,....W_....,._ ., .... Name of Applicant Business Address -Telephone No A.M. Ortega 10125 Channel Road, Lakeside, CA 92040 (951) 360-1552 Name of Contractor and Job Foreman Business Address Telephone No. 486311 4114 Contractor's License Number City Business License No Old Republic General Ins. Corp A1CG98691302 Applicant's Insurance Company Policy Number µ FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I �.... Finance Revenue Code Inspection Fee E_1 $0.00 f Permit Fee EE=1 $286.00 As -Built Deposit. E-A 0.00 Cash Deposit -Surety Bond, EE=8 $0.00 if required TOTAL $286.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13039 DATE ISSUED; Z .I I i3 EXPIRATIO D TE: 1 ' I BY:... . WORK INSPE-CTED BY*:. . PERMIT COMPLETION DATE''. . If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. «t City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13039 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 followinq shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify 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 '/Y") of A.C. paving on (** N/A ") of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the Water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. . ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. 13039 Advanced Meter Project to Install 8 New Marbelite Poles at Various Location Throughout the City In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. 4. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 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. 6. Trench plates are to be recessed and excavations shall be shored up. 7. Southern California Gas Company (Linda Hoang), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. . 9. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 10. 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 1st 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 oil legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4,lane street) before 8:00 a.m. Special Conditions Page 1 of 6 PERMIT NO. 13039 Advanced Meter Project to Install 8 New Marbelite Poles at Various Location Throughout the City 11. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 12. 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. 13. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 14. 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. 15. 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 the latest edition of the. California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. 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. 16. 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. Special Conditions Page 2 of 6 PERMIT NO. 13039 Advanced Meter Project to Install 8 New Marbelite Poles at Various Location Throughout the City 17. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 18. 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 H 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. 19. 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 20. ' The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 21.. If public traffic lanes are required to'be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 22. Pursuant to Section 14.16.3 70 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with 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: Special Conditions Page 3 of PERMIT NO. 13039 Advanced Meter Project to Install 8 New Marbelite Poles at Various Location Throughout the City A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. .The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 23. 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. 24. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. Special Conditions Page 4 of 6 PERMIT NO. 13039 Advanced Meter Project to Install 8 New Marbelite Poles at Various Location Throughout the City 25. Access and egress to all local properties shall be maintained at all times. 26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base, or crushed miscellaneous base, meeting the requirements bf Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved 1/2" 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 3/4" 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. Special Conditions Page 5 of 6 PERMIT NO. 13039 Advanced Meter Project to Install 8 New Marbelite Poles at Various Location Throughout the City 27. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 28. 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. 29. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 30. 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. 31. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 Amy Yu From: Hoang, Linda V. <LVHoang@semprautilities.com> Sent: Tuesday, November 12, 2013 1:12 PM To: Amy Yu Subject: Advanced Meter - City of La Quinta Update IH036 & IH035 Hi Amy, I just wanted to provide you with an update for the permit # 13039 due to customer complaint. IH036-A "Current Site" no address TS of S curve face of Ave 50 98.5'W of W curve face of Orchard Ln IH036-B " New Location" AMENDMENT On Avenue 50; Northwest of 79300 Briarwood 1122 Ft West of West Curb Face Orchard Lane 7 Ft South of South Curb Face Avenue 50 1H035 -A "Current Site" No address 2' N of N curve face of Eisenhower Dr 161'W of W curve face of Vista Laguna IH035_Repropi-B "New Site" AMENDMENT 1) On Eisenhower Drive; Southwest of 48507 Via Amistad 2) 51 Ft East of East Curb Face Vista Laguna 3)6Zt,North of North Curb Face EisenhowerDrive Thank you for your help., � Linda Hoang � . 5 /Q ,.�O�f� AI Ai+lC r grief '� ' ,-x, of Project Specialist I Southern California Gas Company 2: 213.244.3393 Cell: 213.393.7003 1 m: GT0364 L� �� j`U'' r 1 M Ad m T T4 4 yX a N 'k Nr N N eke tiw�� Na A3;�wa4m sad ,�ocoAah�� ti o� DJ^ado �a k a�n p N% oC mzp off, m m zo; 1f h ,o ro a I N ; $v �` `i a 'r Ir: _ _-MATCJ-I IIIN 10+ �q7 „5EE `swr.4 c m D 6 ,IZn D� ti N� •J ' I { 1 Y-� c. jv �N e e "gym ::.o � N ^C ��y�`; j -�� •;�'e � _E� N R p 0 anp•G a o C 3 O ` m o v 1;78 '! `Y 1F SAN P/ q5 STREET �1 •• 48.60 / n n z •'j _I — o tit o .,. 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OF Q 50 FUTURE SOUTH CURB (a_CF) G — — — — _ — 45 PROFILE SCALES EXIST. GROUND HORIZ: 1' - 40 AT S. R/W VERT: 1' = 4 J 40 41 42 43 56— AVENUE 35 36 37 38 39 CONSTRUCTION NOTES (D CONSTRUCT MIN. 3- A.C. OVER 4- CLASS II AGGREGATE BASE (SEE C-•Et4ERI Q CONSTRUCTS" TYPE -A' CURS PER COUNTY OF RIVERSIDE STD. NO. 201. O Cav&-, 1'GCr a octal Sect WACk eOr C10ClNrl- 0e-er^4:ST6[rOE &W. !.O OC Q JOIN EXISTING A.G. # FEATHER FOR SMOOTH JCN © OVERLAY E)OSTING PAVEMENT WITH VARIABLE THICKNESS A.C. CAP (O.aMIM. -O3'Ltw) 1I ADJUST VA.LYE COVe.R Tb GRADE �. O CONSTRUCT CURB WLET CAYH BASN(4-4 PER X'NER" mE CO. STD. 300 A' CCAf DEPRE55KX1 PER RNER'NOE �. 4ID SI I LAJ — — PAN/ING LEGEND J FATlfIC V 4e.7e Fs ® FCIT SMOOTH. JO ®oven -Ay MI/ET7EM• WITH VAIT"LE THICXNE95 Cdr ~ A.C. YEN. 3" AC OVER T' CLA55 11 rr ACGRE64TE SASE iD 0 �= if) = :9� a I Ja T IIII �5 12" 13412 'Y) 4etr ceOC Underground Service Alert cLp�br4a L� -H.MISTS NT COVE1r FC -IT ua�c51CI WALJ(OMWy reDESmAN sAFErr g Call: TOLL FREE gA STORM DRAIN CURVE CWT4 N o ` CITY of LA OJINTA 3,,3' Q AWE• rl: Plan Sat No. paver. ✓pave- Ir'�_ 1 -apo g�...� $, /W M7AWAVE MQWNAS%V;2WFA1n mo o R L T 50TH AVENUE 4=Q rwva rn v 9 .SEE 6VYW4WN hX4VOVEAf$Vr)2AW A 45"'00" 50• n r, -I' 5.92' �_�{-� 3•x 30 422-4133 vim o' g `c'""r Lvr'r LINE 'B' tCZ-�QN.B'IO TWO WORKING DAYS BEFORE YOU DIG uaO+ al+�n+m ae Cays'IX Teo �•.tTM R+euC e�eel' nsw� 1 41Y7_CT ST YURC y TN � � � r�eNs UNDER. SIDEWALK DRAIN(It3T nrnwTe sTttEET n Aris) OEE PRIVATE sTTCEET SAS -BUILT 12-7-90 CONSULTING GROUP APPROVAL FOR SEAL crr SEAL APPR BY DATE G -4-9d BILSIs of eFARINGs CITY OF IAA QUINTA SHEET NO. eB ESS l PLANNING a ENGINEERING . SURVEYING VF,Y C. 4 THE BF .. SHOWN HEREON ARE BASED ON THE CENTERLINE OF AVENUE SO, SHOWN AS ,3� FRAM( CITY ENGNE61 • LA Q INTA N BP SP SP W ON TRACT NO. 24889 FILED IN BOOK 210 PAGES 38 THROUGH S2. INCLUSIVE, OF ASAP BOOK STREET IMPROVEMENT PLANS 5 40IR IRVINE BOULEVARD, SUITE /201 h ti` P ---�— IRVINE, R 92720-1999 H N0. 20596 m i R.GE NQ 32740 EXP. DATE 0/30/94 RECORDS of THE couNrY OF RNEASIOE (714) 730-71177117 FAX (714) 730-7260 TRACT NO. 25429 OF `� SHTSfie' TAepMereanPnger al9nhp rneeepona'f4 reaponalWMeeau4n9 rn.emnq 2.7.90 wO; / AS-BNLT ALINS DATE tP SIN/" APPR DBY DATE 3�Zg/SG FILE NOL exwreNuryvr me neavn neeonml/r eww malaaepnw).a ertf/rgerre. DATE BY MARK APPR DATE CHECKED BY SCALE 1-�40' BENCHMARK 50TH AVENUE naAwv.•ro. aVrmamrorreer/en rnevmers aronw.. en.nwwaPorwrA. CIVIL ".e'o•m in ..0 vmfaes.efa ro. aeramlmbq a accePrndo eonnwe eee m./etrq 1ne Pwro In eppewl M ENGINEER REVISIONS COUNTY 4 6rt .4o.<m w.ovef aA rwu FOR WQ me rnunry. DATE AL1 DATE 9-30-93 � ern :'> nw !DESIGNEDBY DRAWN BY CHECKED BY R.C.E. NQ EXP. DATE CHATEAU ESTATES 330000 arw 4+er V• n ss.w . na-.rt rrn r.m n ' l , It ! f See below for Finance Revenue Codes 4 ENCROACHMENT PERMIT GC�r OF Tt'�F� PUBLIC WORKS CONSTRUCTION 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: 4/15/2013 LOCATION OF CONSTRUCTION: So Cal Gas Co; Advanced Meter Project; 8 Locations - See Attached Exhibit PURPOSE OF CONSTRUCTION: Advanced Meter Project DESCRIPTION OF CONSTRUCTION: Install 8 New Marbelite (Concrete) Poles DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/1/2013 TIME OF COMPLETION: 6/1/2013 ESTIMATED CONSTRUCTION COST: less than $5,000 (Including removal df all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS?0117f13 - Permit Amended to include the Concrete Pole on Goldenrod Cir; 1H044 -F (9 Poles Total) - S143 Permit Fee 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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. 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. x_. Signa4,r, Applicant or Agen So Cal Gas Co - Deborah McGarrey 555 W. 5th St, Los Angeles, CA 90013 (213) 244-5969 Name of Applicant Business Address Telephone No A.M. Ortega 10125 Channel Road, Lakeside, CA 92040 (951) 360-1552 Name of Contractor and Job Foreman Business Address Telephone No. 486311 4114 Contractor's License Number City Business License No Old Republic General Ins. CorpAICG98691302 Applicant's Insurance CompanyFOr—AL Policy Number FEES Subdivision Imorovement Permit Cla _ L..✓ Public Improvements: 3% of estimated construction costs Minor Improvement Permit - Clas I CITU OF DUINTA Private Improvements: 3% of estimated construction costs �jivANce°ePr. l E Finance Revenue Code RMIT NUMBER: 13039 :AM► bED 'J I Inspection Fee E_1 $00.00 I I DATE ISSUED: Zi7 - /g Permit Fee E_1 1.00 i EXPIRATION DATE: M. t1 BY: IM _eF As -Built Deposit E-A $0.00 1 Cash Deposit -Surety Bond, E_B 0.00 I ! WORK INSPE TED BY": i if required I � PERMIT COMPLETION DATE": ' TOTAL $143.00 i 1 ' If the work is covered by a Subdivision Improvement Agreement, Subdivider I t shall request final acceptance of Improvements from the City Council. Ctlihreir A WSenipra Energy utlLity ABVANCEDmeter SITE ID: IH044-F ASSESSOR MAP ACROSS FROM 44245 GOLDENROD CIRCLE LA QUINTA 92203 THOMAS GUIDE 819 J7 I � � � I , J 1 0 7 I W I PARK { I I �I { 44245 X 24 FT BUTTERCUP LANE SCG TO INSTALL 33 FT CONCRETE POLE 4 FT NORTH OF NORTH CURB FACE BUTTERCUP LAN 5 FT EAST OF EAST CURB FACE GOLDENROD CIRCLE N W+ \/ E E 2013ORKS 7-7 Liu 0 'n.v-:-••:.^� - -..^.a e^x:+;uw��,�.s:sax.:'<rs:ay._^oes:<u'eae.s:•::».+�:+va-:.v: stta�e,.•::,r.✓iarawz>�:»:�.�.r,:,;'KsrXvn�:svrix�'�:�+1!�.'urm:�auaaere>•.•.:,,,aa: syss.cs'<-�sza,�:'.• a.i. ..r... .,..< _ - W 9. 3�.rL ..:[Tt`+YYft°3-.l.R1>'...f.K.r iS . 6.EL:Y�T �'a. ::. ..•••..•,'1,4a<'•.^_T:✓'_ri^..1,Kr!i.ST':.Y"A"S.�'Y.:,c�5t_¢laTi'KW:._'<:c�•Lwi:.:C<m�.WY:^eL'.ti Yf•i•:aVSt:cy.•••r.,L�•r.G>.•:IY..'a�'YYw.'!C.Y?.ic`3-!eOCi. V>.91H!.'N'S5'.'iti G: ^'i::'::MFC^::iM�":_,..Y.L A&iw'l..a.Y.. 4.sWCY�fM1N..i+'S...: 4� 16Jtl.V:l+: .'11.W.5'....3'G�]a: j� L=150.04• - 1ppC EXIST. GROUND @ R/ff LT. 50.01' VC PHASE 2 S'1 L-94.12' T: 50.00' P.I. a 68.ZI � CONSTR. so' Vc v u U I.o65.65 FNf m f«e m m cro mW .�..�0. 70 LT. .. .. r o o F 0 k N, �' ; e -/4c `9 W`� 9'a:i 19 65 LT 1�0% PROPOSED T.C. a IS' LT. C6'C. Ik PHASE 2 u . � CONSTR. k ' Rv�Q E%IST. GROUND @ .� w Q. ;1 2J 4�i F 50' VC O N WoNLL Y 1, m � ♦ 1: o. ea•/. In �0O 00�O 19 OP0 00.9 o PROPOSED GRADE a (05 E- Lc50.00" :.P.HASE 2 94,12' T 50.00 • f Fj CONSTR. EXIST. GROUND`P R/WT. Rm 6 F SY^ 70• -RT 0 PROPOSED T.C. DIB' RT. Y6-C•P.) 0 o u '^ o m PROFI OLE SCALES yN . 0 N 0. 0'^ HORIZ. 1-40' U1 °0 50' y V VERT. 1"-4-' ..O P. Gs 1:• 65:65' I 2 SCALE + 1:'• 40' q, h , f PHASE 2 k 102 1 K 110 o III IlI 101 106 105 I J04 I Jo._3 � 101 o g94 tI ° 17. 3.,, CR R 1 t4 IT i, 9.1, CCee 6) i O 12.90' BL.g hx CONSTRUCTION NOTES V �I � ml J. �'` C2.00• eo.00' eo.00' 80.00• 24.25' � � � s; 2i i Qj CONST. 3-A.C. OVER 4- CLASS II AGG. BASE. ✓' Nd"'� 4 T m 1 a �j c_ .61. b u 4 �y _ � u r`(� Q2 CONST. TYPE 'A" CURB J. GUTTER PER CITY STD. NO. 200. ` N _ m Qy_ ✓' oo? i0' 44 w - 519 55 fu - _ �0ps �y JLJ © CONST. CONC. SIDEWALK PER CITY STD. NO. 400. r-71 Q e v Sr IrJ• �'.� 9 s' c ® REMOVE EXISTING BARRICADE. F OQ = r _9. O 4y f L yL. `�. ' �. i.;N m ,J 2 3 ` "..0 A 1 ' r'0�[.0:• � 2 P i4 d 4 Cq^r / J 62.00' 90.00' BO.QO• gO.00' 74.25 L'S24 4 1 � ' 1"51. 11 BCR i<` ; oA ,Lt' /yV 10}59.1, BCR 15 I b a Ir Lel YI t, (a 0 \ CURVE DATA L• Nq O R L T 1 0' 120 5Y 0 I I I O 1 1-/•Zl•2S" 34.12' 17.20' 214.5450' 40.00' 150.04' - 0.00.00 COCOEN.WO CRCLE +a •O+00.00 FOXTq/L C/RCLE { II I } . 10+Ib ll UTTERCO GAN 92 OiII -0 4 II 95 I96 I9 1 f � • . o- I 1 J✓ PHASE 2 BUTTERCUP LANE n GOLDENROD CIRCLE ' CffY Oi i}� QUtNTN I . Plan Set 4.11. 1 8901S_ ..:?x=.^.`a<'_N!'v'.'4-••tfi<:tnw`12-.'iL::i:;s�lin2'Y.�O4'ti:4?2P:�a429o�%AYi_��:s:^'iT:.^1�311`.x:�4�M:i�"C+}'LY�'Lac7ACrg4V1i->:Y'.C]/kir-FSvti3.1.•a41�`.•:JiT_�fF+Q6C':«.n':iFM1`:..�-2[.S.IXY.c! �:. iaJ:e?.^✓.4^IIJIC'iLCYQti•Safi-+.L£'XC.?S.�Yn1QiRixVf•1:?t•<FiY:I:.M1it'r�RiR-L=Y.\.. Gu.CiJte1:V:�IIF:••:+)[v:.tY"e aiiC:ra�C>•v:i',YD29i�29NSQ :Yni:,. � STJ:-�l'� �YEtiYiM'4$CTi!4_N^ 9:2a�"rC:+:h'I^'%Y �6�`::�t :l: L^.iCCY4':^•+C2o'L.YiCCT Y1Yif ,rs, IEL FERGUS _ •' - .<+ •+. INTHE CITY OF LA QUINTA DAN•{I e.a:�..::r.,,•��. ^+.:1 •,, •'.,t. '':-1�; .,':. _ PHASE 4 STREET IMPROVEMENT PLAN �6• -v ..! �! ! .,`I _Li•3l.-.B9 . /o -z7_-88 • 1 5OZ TRACT 2 3 _ 2 CITY OF LA QUINTA -_ +_ GOLOE/VROD CIRCLE B FRAY R OE�9 R.C.E.N0.32-:40 1 *0, EE SHEET 1 E ` t g h:F j nx ---..__.- _. - ,_-...._... •., -. IT INE 1 HE W LLIAMS CAM PANY .;.� 8810424 _ F •.41.p C I, - - a 4 - +- i ,.y •�„• JULY 1988 T 1 - :,TL":"24N.@T.i�C, a., •,3 .._ 'a -.fr< � .:8d -••i: :a• .,. 4�.c£Js.,vi`l-"TnF.._TW.3xY SY,TO ,R`f.�..sfc`r:Y,%:•. n C.�..2{ f11�G1.K'ra:T.:;•CSiH_Srlw'I.: • .• ydsi,!O!M!2wR!LSJ.'C'S:X.ST'ra'z• . ..� � • . .. ••. r- � ••�`i.: ,�• ,• � _ _ _ .. .vi..k..�i3Gi^-[;].wt�/plFtkt3t'L0�':3i1:.tt:Tv�Yt`rw�re�'btw'lr.�..>3f5::'CSn:Y•-<IG:i'::l•.Ct..SI�s.`II....}�a..� 4.54�t2C`2'1..:�.�5'.Yv0.r1u"+�-.�. Ti[:�A::S.4:dGF0:3>:ISM.:S!x^5S9iti'-a+ i"dTC.:.:ciflS4.�£i>Y.U£!/Y$>iK3.r.>ru'_f_K'::eL^-=� k4:L+lasi wft:150".Y?:"•Gia:,i7T^kb'rwr.T.'.w^.L�7?ut]�.'4lw''r'T1GeGt�si-_:4f::;9;£¢+_:Y:1f.F•c4::aNlf:3f4:232ie:S).`.F.1.:L'�?�3W��Sv`S[M4kYlSG+R: 0 ' ,�; ._� ��t�� .amµ, ��, . ter' ~ ! ----'�,~'�+°j�� ..�. �. _, -` ""',� " �;� , ,, ",< , � � � � �. a � + � 1 � �,; .. � t .. � �� '� Ir. ^ ; ` li'.� � � 4 � � .�, ��% _ ti „� �� ;�k��'� �t� � � , �' '- _ `�� _. �• ' t '��`__��.....: _ ---- - /l .- �� r—mss'' ,_•�-� . �e R . • ' -_ _ See below for Finance Revenue Codes c% 4 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION 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: 4/15/2013 _ LOCATION OF CONSTRUCTION: So Cal Gas Co; Advanced Meter Project; 8 Locations - See Attached Exh u 11 a PURPOSE OF CONSTRUCTION: Advanced Meter Project _ _ MAY an pi CNI DESCRIPTION OF CONSTRUCTION: Install 8 New Marbelite (Concrete) Poles DIMENSION OF INSTALLATION OR REMOVAL: CITY OF LA QUINTAFINANCE DEPT APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/1/2013 TIME OF COMPLETION: 6/1/2013 ESTIMATED CONSTRUCTION COST: less than $5,000 (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 occuring 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- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all apj2licable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this worlX n , —XV Signature of Applicant or Agent So Cal Gas Co - Deborah McGarrey 555 W. 5th St, Los Angeles, CA 90013 (213) 244-5969 Name of Applicant Business Address Telephone No A.M. Ortega Name of Contractor and Job Foreman 486311 Contractor's License Number 10125 Channel Road, Lakeside, CA 92040 Business Address (951) 360-1552 Telephone No. 4114 City Business License No Old Republic General Ins. Corp AICG98691302 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 0.00 Permit Fee E_1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $100.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13039 DATE ISSUED: 1146 0 O EXPIRATION ATE: l2 'LO BY: WORK INSPEC BY`: PERMIT COMPLETION DATE": If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 4 PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: LWWIJ, WW Fra:Nq;'?1R Tract Vicinity Purpose of Construction (i.e.: Rough Grading, Offsite Street, II W ..Q 4 .,. I ARL�e��i MI'veoitAxal.m. woormonam" Ill rK U Approximate Construction Start Date: �.01841 PART S-1173 TOWN Approximate Construction Com let' D te: ,ge !i2on pq "MRA 0! EV 2A �W M Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions, thaterials, and de5ris, back -filling, compaction an placing permanent resurfacing and or replacing improvements Contact Name: Name of Applicant/Owner: Applicant Address: 3i WON i I _is Applicant Applicant Telephone Number: Applicant E-mail Address:R,07, Name of Contractor: Contractor Address: ..... ...... Contractor Telephon Contractor State License Contractor City Business C Business License Number: Contractor E-mail Address:'-,,,'. IN- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BEPROVIDEDA lica nt r, Contractor Generalal i Insurance Com _n , �4 Applicant or Contractor General Liabili Insurance PoLc Number: Vs Office Use Only:Office Use Only: Inspection Fee: ^ Assigned Permit Number: 0 Permit Fee: Approval Date: As-BuiltExpiration Deposit:_ 6L Date: Dust Control Issue Deposit' Date: Credit Amount: Administrative Authority: TOTAL FEE DUE: (00 i urive tuneCK[1515 — t-orms 6, Applications Application foml t posted 8725-09 e TIP 21 L: 13WU3 N33b9 / 51090tl33A30® 4-44� 6*1i'` 0 'h �'' IL L A t :511 ct l" (� ! a IA1 �- - - - o S -`i �• �� -�ID M r � 0 I A_, i LdOHd�3H 990H1 J3 llod r b 1 bINlnoyi �► LL0141 r CLOW LEOHI CS - -- OHI I.dOdd3ll VCOHI `= 6 Odd32:.E0HI P. T 16 1 �1 sr C:` -nit 4-5 #-1 u i" 1. c , 0 DOR SE //4 SEC. 36 T. 5 S. R. 6 E Site 1H034 -A " Install MARBELITE POLE 149 feet S of S Curb Face of AVENIDA FERNANDO 3 feet E of E Curb Face of EISENHOWER DR Orange Dot on curb & Whisker LAT N 33.68938 LON W 116.30773 63/ -.37 TRA 020-oo2 658.-32 /64,q� O 4rp yev_� I b O J O qba O O � O .■o til-• ^�.�-- B W $® aOrj t® �O bO hQ —_ LF— Q plG.76 149 feet -CISEWHOWER DRIVE Soufhmn+i Celifoe Ma /27/76.78 Trot/ Na /6786 Goa COMM ? a (a! Sempra .Energy amity' JUL 311998 ASSESSORS MAP 09 sM PC 32 ADVANCEometer R/VER9/DE collwy, CALIF. JUNE 99 Re ..t .' r, .I W. )c J. y h M 01 rv„ v v • b � • ° ,vr•r,',r�.r � . ; n toots• • ..t .' r, .I W. )c J. 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I�-` C,40 2i (Ii THIE MAP WAS PROM 18 ARJUNS) F rAEA= POR. SEC. 6, T'.6S., RJE-� IPA m -mg. NO 178 '"Tc.2"'m we. MA". ..5 Sol 1`010hiffeSMOT pul"E" 7MI5 E, O"OFLAWWRIA— — — I — —:5— — �� 210 mm r am tax B 70.10 0 It -2- \ Lei --rDESe" CLUB 2 C0.4Cre+e) Ins -tall Otffaoofe on FRANCES HACK LN 3 feet N of N CF and 101 feet E of the E -CF of AVE BERMUDAS in earth. is as ASempra Energy uwity3 (42 w ADVANCEDmet Mla0206� =A SOR'S 16P BCM MU 1 17 -d This sketch shows 52nd Ave ifs FRANCES HACK LN A f-------------------------------- r *""* .UMEWO"MtAWNQ i NB lug-66 7/04LTfMPPD. 19M1 jFr4.ZM7-e WRCELVAPND.=9U I I z VAM ru. ►ouaMaK►, �m i PflR: SSC. 6' TSS.. RIE.. I — TRI p2Dot; 1770-18 a a�w�ce ren woocluer as neewr� ao+e»r.+aarxa. asa `.. s .. I .. wa,wr as �wr svg rvc i wrarert al �ouo>'n e�rf CITY C F LA WUVI dA _ A_ - erb;4.✓,..rn:a-tet q�' g w Sao r in Nag 1 ——DMRT -CTB-- — tDRIVEr 2: 1 MdM dp' I 1 ,I �� Note I FRANCIS HACK LN Will be a single Right Lane = �. c closure with a Flagger DEAD 1 I +� w= END STREET r tq- I • f ..� r .1 E i inn :,aG•Pq Q4 I //1�1t��11 I — 1 -. M ►4 E z:GI tJ :.. a K¢.mac, c�s�c a EM ,,.M_ r,, rt11A ♦}f16Q1.6 ��.i7 t j r� may/ � ` �3 I �� 7ri► �!wa —9ERefAUDAS— .. .. _... �; ry�pl�NryaOi • t1 tSTiS:OR'.".tdJ�Ps<ICJ;OAG�9 _ 'I Cox aai`ai' i i I • � . IM�ri.RON �.•.Oi�4rww 4�drbnrd� A Sempr Energy uwW ADVANCEDmeter m z v D ov m C D r 101 FT FRANCIS HACK FRITZ BURNS PAR K N� f W E ,S. SITE ED: I11037 -a ON FRANCIS HACK LANE_ SOUTH OF FRITZ BURNS PARK LA QUINTA, CA 92253 THOMAS BROS_ GUIDE PAGE: 879 -Fl SCG TO INSTALLA 33 FT CONCRETE POLE 101 FT EAST OF THE EAST CURB FACE OF AVEN I DA BERM UCAS AND 3 FT NORTH OF THE NORTH CURB FACE OF FRANCIS HACK LANE. 012-03 -3(0 3 vi 10 1 c -to gILAJ carflofma on compm A% •' — = X11 Y —T' • r' +' a �..... ..,-- T r+ 1 WSempra Energy utinry� -- p �l _�-' : } M . /_' t�.4 - w E ADVANCEDmeter ;, — y 0 P9Alk- s , 46 I • w 4 .�.e-,� r• : %7 Install ftm4 pole on FRANCES HACK LN 3 feet N of VWc N CF and 101 feet E of the E CF of AVE BERMUDAS`'"� a. ► .�-- in earth. G 6 201 1 1996 h x - _ ♦114 • •'." !.s' i•. 1�I;�rF qP '-' r`� �� o10 I+4 0�?-� i �-tiwb2l� �e (� cra -fie) 1H045 -A Install VW69961 Pole on ADAMS ! POR.SE 19 TM.rR.7E St 122 W of W`CF and 145' 111 of N CF of i CITY OF LA QUINTA j BAYBERRY LN 0 HeNj pip r-- - - - -AC A MG ST ' M � IM-3S-liC =ti c / S COT t LOT a •a•. ».ar 3 7a.ar nar n.n tae y �,Nis 73.13 333.02 =}�a — .e• ar .s n.+a ra rzer � ' as s e .a em� � :� � :Y♦ �. 2! rnw .n l6 a0 ct. A' 3. T . R . A .020-011 6134- 0 Saut hem rafflomis in -Gas campam A Sempra Energy utility' ADVANCEo meter E) IRE! CREST - w 0 ASSESM'S NAP au.s.oa Peso 8 TR. td0.�3995-2 R i r e r s i d a C a m e l r, C a 1 i i. A A -it -__.___.__ _ _..��.. _ _._�.__._...-� -•---,.,,...__;....... _..._..,. __ __ _. . t�r BIG x 7 tis o.a assa + le S fw A� 7 .+. .'-! ~ t �- ri~'� 1 • ti _b, it � •.+q _ � � � �' 1 `1 1 _ .� _ _ `' `s'i'r- +f' cr Af ry as • `� � f 1t _. "� ,� �a+r� ��, �'��'� g mac-- � .„^„ i t '.�'�� "� • J 0 Wow rid P47 5r), + ..r � � 1'! 1 • � re`s � �.,�� [ � w -1 ,. � r � qty' I� .. "' 1` �+' ..s �i�" '�.�' r ` \ _ X �-. l.A;'Z r�'�/R `..s4 '(� ~+'•. r Q—l' P ri SS n� SQuttem Cidi an comp" OiSempra Enemy ut;uty' ADVANC ameter SITE ID: IH066 REPROP 1-B ON 581"HANTNUE; WEST OF 80202 58THAVENUE LA QUENTA, CA 3225.3 THOMAS BROS. GUIDE PAGE,: 5530-B7 OTl`I 58T" AVENUE SCG TO INSTALL A 33 FT CONCRETE POLE 1100 FT WEST OF TH E WEST CURB FACE OF STONE CREEK WAY AND, 10 FT NORTH OF THE NORTH EDGE OF PAVEMENT OF See AVENUE. m Page 1 of 1 'r, rmmwrm®Ismtmmlm�mr.ounlun776.22 e rmee Iv i r®o n u or. aea 1°�r ' nwt POR.SE 5 T.6S.. R.7E r.e.+. QDlr7 rr m mRi w o I�FQIr. YN c u t m tup, CITY W U WINM $ azo m6 m TAIL E 0m ma 1N ew SJ7u�1 ! 'FAddmss- Ske:1HO73 845 AVE 52 La 6uinta�CA 6' w of w CF of Jefferson Stck TH of N CF of Ave 52structions: Replace Sign j{ ; , ; 83 y' cane `� \ 7I1 WSempra Energy uemy' ; III MISC Ina w No. 240 III 244/WM WO Wf NO. heat i noir ka .n O W 3W/* T WZ WP Io. AM O \ r ! 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SIT-*'7'---+� ^-S' -4A - -- �* y r�«\\�r�-�� i � cif '� v -'.• 46 1:7: 1i �._ � - � a� - - "` '1�.►13� .i � -1�'ti, rl� •� iii 4 V'�«`�V ��1 �� "t�U�r �_j/�' � , 1"'r �, .A. �i V Southern Cornea, an Compeny P, WSempm Energy umny ADVANCEometer y Da a 16.2 11 1996 Site: IH073 q, Address: 79845 AVE 52 La Quinta,CA Location: 996'w of w CF of Jefferson St and set back WN of N CF of Ave 52 Special Instructions: Reptce•Sign Y 4- e- (co a �e) .D 2 G oglo 33 x0'13 37` v 116 16 13 D9" VJ el v V ,_ • «� 17 Y' LLL p _ V ,_ -�rN•�va— o�wtRet LS Page 1 of 1 i M e AA -E C CC*IC4-a C F IHOT7 A Install feel Pole on 54 Ave T N of J I N N and Sir W of W of MADISON St 6' v,nwr.+nc.w.ern»wog J i � nv $- `—' 3' N,.obN,o654,Ave 612' W of.W of�MLkDI50N,St seem Rme T7v 9 T Taa7», LAO n aaM Mi . ��-ouc+ary�• -- Tf� j7p'Bi ft. xTt a "2v. L, ! i Lt I ..�'�• .� v0. Eamf�R '' C Camrala WT MOR Go Comm L Ot; � .7005RmE Sempra Energy utiW j J ADVANCEDmetef sa,as l / 7. Sa307, i ._ SRtS 54 https://apollo.siterra.com/gisapi.dll?do=SendFile&download=0&ClassID=712000000&Obj ectID=91914143 &FileArguments=... 12/11/2012 f• .A "i 1 iy F y • J Lr arr Qq AA �• _ t, • :s .f% if •rey \ y� 1 i i { 10 . - �.,►� •� -` `'�l y�S! �Y '� � ilk � 1� � O '-Y+"k�' ' aoac ' 11 T � •� 7 n �5• � .. i '.= — =' •� - 1S'uoSlpelN- ! , MoD �� ', -�• L ,, , � ... , , •�.� �:-�� M' i � `G '�` �f 1� w � + 3' ii � � 4 I • �i �^tea 4 '�, • 1 ' i � r California MUTCD 2012 Edition (FHWA's MUTCD 2009. Edition, as amended for use in California) Figure 6H-33. Stationary Lane Closure on a Divided Highway (TA -33) + 9 ENO ROAD WORK + (optional) i � i SEIO ft 100 ft (optional) SLOW fOR =D(CA) THE CONE (optional) ZONE Buffer space (optional) Temporary white edge line r L 000 _ • .i_ Shoulder taper A (see Note 3) i .16 % Iti U B Mcxi 1 LAAL + - UNC J6i'- rLOM i i CLORD u I WORK C .16;SC19 (CAkAD i Lb,l (optona) ROAD t, t t WORK t t _} XX LAIR B - SHORT-TERM - END .116 ROAD MORX (optional) Soo Ift ,® Work vehicle t ; i Truck -mounted attenuator (optional) • Buffer space (optional) R IL V 000 + Shoulder taper A (see Note 3) i`< 4i B A - LONG-TERM AND INTERMEDIATE Typical Application 33 Page 1211 Note: See Tables 61-1-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Chapter 6H — Typical Applications January 13, 2012 Part 6 — Temporary Traffic Control California MUTCD 2012 Edition Page 1186 (FHWA's MUTCD 2009 Edition, as amended for use in California) Figure 6H-228(CA). Right -Hand Lane Closure on the Far Side of an Intersection (TA -22B (CA)) t�t (optional) OV3HV )taOM T TOVOi! O i l(optional) 0 ® s OX r. 0 z 3M + W D CC A (optional)♦ j 0 o� z D I A i RIGHT LANE o 0 T TURN RIGNT (optional) 1IdOvou 0 — ON3 O n L (optional) +u' I Note: $ee Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Chapter 6H –Typical Applications Part 6 – Temporary Traffic Control A w16Qpt leu l � C 1 ROAD i _ NDRR ' l l t t ��"'E, Typical Application 22B (CA) January 13, 2012 California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Figure 6H-10 (CA). Lane Closure on Two -Lane Road Using Flaggers (TA -10) Note: 1. See Tables 6H-2 and 61-1-3 for the meaning of the symbols and/or letter codes used in this figure. 2. See Tables 6E-1 and 6E-101 (CA) for buffer space to determine location of flagger stations. (leuolldo) )laoeeavoaJ 7. t1N3 Z-ozo Typical Application 10 Chapter 6H — Typical Applications Part 6 — Temporary Traffic Control C9A (CA) O (o16-2 tio i FEET , (optional) Page 1159 January 13, 2012 California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition; as amended for use in California) Table 6H-1 (CA). Index to Typical Applications Page 1135 Typical Application Description T ical Application Number Work affectin .Pedestrian and Bicycle Facilities see Section 6G.05 ® Shoulder Closure on Urban Low Speed) Locations to Accommodate Bicyclists TA -101 CA Lane Closure on Freeway, Expressway, Rural and Urban (High Speed) Locations to Accommodate Bicyclists TA-102(CA) Detour for Bike Lane on Roads with Closure of One Travel Direction TA -103 CA Right Lane and Bike Lane Closure on Far Side of Intersection TA -104 CA Work Within the Traveled Way of a,Two-Lane Highway see Section 6G.10 ® Lane Shift on Road with Low Traffic Volumes TA -105 CA Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Table 61-1-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board 100 feet Shadow vehicle 000 Arrow board support or trailer (shown facing down) IN Sign (shown facing left) H Changeable message sign or support trailer ® Surveyor ® Channelizing device 500 feet Temporary barrier ® Crash cushion ® Temporary barrier with warning light 2,640 feet Direction of temporary traffic detour Traffic or pedestrian signal �► Direction of traffic ® Truck -mounted attenuator r� Flagger ® Type 3 barricade High-level warning device (Flag tree) Warning light 0 Longitudinal channelizing device Work space Luminaire Pavement markings that should be for long-term o Work vehicle removed a project Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type A Distance Between Signs" B c Urban (low speed)* - 25 mph or less 100 feet 100 feet 100 feet Urban (low speed)* - more than 25 mph to 40 mph 250 feet 250 feet 250 feet Urban (high speed)* - more than 40 mph 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1,000 feet 1,500 feet 2,640 feet The column headings A, B, and C are the dimensions shown in Figures 61-1-1 through 61-1-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The 'first sign' is the sign in a three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.) Chapter 6H — Typical Applications January 13, 2012 Part 6 — Temporary Traffic Control California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Table 6H-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) In feet Minimum Taper Length** for Width of Offset 12 feet (W) Ws 40 mph or less L = = Down Stream feet *** 60 45 mph or more L= WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit, or off-peak 85th -percentile speed prior to work starting, or the anticipated operating speed in mph Table 64-4(CA). Taper Length Criteria for Temporary Traffic Control Zones (for 12 feet Offset Width) . r Page 1136 Speed* S (mph) Minimum Taper Length** for Width of Offset 12 feet (W) Merging L feet Shifting U2 feet Shoulder U3 feet Down Stream feet *** 20 80 40 27 50 25 125 63 42 50 30 180 90 60 50 ` 35 245 123 82 50 40 320 160 107 50 45 540 270 180 50 50 600 300 200 50 55 660 330 220 50, 60 720 360 240 50 65 780 390 260 50 70 840 420 280 50 * - Posted speed limit, off-peak 85th -percentile speed prior to work starting, or the anticipated operating speed in mph. For other offsets use the following merging taper length formula for L: For speeds of 40 mph or less, L=WS2/60 For speeds of 45 mph or more, L=WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit, off-peak 85"1 -percentile speed prior to work starting, or the anticipated operating speed in mph *** - Maximum downstream taper length is 100 feet. See Section 6C.08. Chapter 6H —Typical Applications January 13, 2012 Part 6 — Temporary Traffic Control T-Wf 444" Public Works Department 78-495 Ca//e Tampico La Quinta, CA 92253 (760) 777-7075 FAX (760) 777-7155 Name Ms. Linda Hoang Date 10/17/2013 Address ° Southern California Gas Company Order No. 555 W. 5th St. City Los Angeles State CA ZIP 90013 REF. Advanced Due Upon Meter Receipt Qty Description Rate TOTAL Advanced Meter IH044-E - Permit Fee $143.00 D° . NOV 2 2013 CITY OF LA QIJ INTA FINANCED T. Finance Pay Type Code E1 TOTAL $143.00 SUBMITTED BY: i r CITY OF LA QUINTA +�* CUSTOMER RECEIPT** Date: 11/25/13 01 Receipt no: 5126 Description Duantityy Amount E1 PN ENCROACHMENT PERMIT 1.00 $143.00 Trans number: 204741 ENC PMT 13039/HDANG, LINDA THE GAS COMPANY Tender detail CK CHECK 1406106 $143.00 Total tendered $143.00 Total payment $143.00 Trans date: 11/25/13 Time: 10:28:47 ' *** THANK YOU FOR YOUR PAYMENT *** .......... mA.... .................... FOR QUESTIONS PLEASE CALL 760-777-7150 Tit!t 4 4 a" - Public Works Department 78-495 Ca//e Tampico La Quinta, CA 92253 - (760) 777-7075 FAX (760) 777-7155 Name Ms. Linda Hoang Date 10/17/2013 Address Southern California Gas Company Order No. 555 W. 5th St. City Los Angeles State CA ZIP 90013 REF. Advanced Due Upon Meter Receipt Qty Description Rate TOTAL Advanced Meter 1H044 -E -Permit Fee $143.00 � 25 X013 Fav LAQ13WTA f . CIFINA%ceD Finance Pay Type Code E1 TOTAL $143.00 SUBMITTED BY: 0