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12-1077 (CPWU)fsin ff IIIIIIIIIIIIIIIIIIIIIIIII 29 Y of La Quinta Building 8t Safety Division Permit # IE P.O. Box 1504, 78-495 Calle Tampico /,7— ,1077 La Quinta, CA 92253 - (760) 777-7012 Building Permit APPlication and Tracking Sheet X Project Address: 5/51 A:VGN4C Z LI 41 Qak5rOtc wner's Name/2lX.tl v CA j n C A. P. Number: a Legal Description: Address: //DO -b&kTQ AVe- xuer,5ZSa ,16Contractor: l. ^ City. ST, Zip: FLAME WA V&717 — elephone:96S-2311--i T3( Address: dnUr Q kf (�I�p.sraN� -4 Cit)'. ST, Zip: cSq/ll -4 Telephone: 909-652-432-/ �C State Lic. # : Sg LQ City Lic. #:/'b to 739 Arch., Engr., Designer: Address: City, ST, Zip: Telephone: State Lic. #: Name of Contact Person: 4.4-nNV Telephone # of Contact Person: Project Description: Lapbee-OS- ft"& 30' ROuNb s�-,ee 1a6�� c cv/v� Pole Yvlc AA TaV,vd ,L3J Fs•4s/� Mau q4t.T /,as . J) 6z&e ler aFDl;S�L -(/J 2-#"X3b" A&aP—rdobez A;j1 Construction Type: Occupancy: Project tYPe (circle one): Ne- Add'n Alter Repair Dcmo Sq. Ft.: # St # Units: Estimated Project: M WO. APPLICANT: DO NOT WRITE BELOS LINE # Submittal Req'd Recd TRACKING Plan Sets 3 Plan Check submitted 7 /� Structural Calcs. Reviewed, readv for corrections 10 $ Truss Calcs. Called Contact Person 10 Title 24 Calcs. Plans picked up /O Flood plain plan Plans resubmitted i Grading plan ?'' Review, ready for corrections/issue Subconlactor List Called Contact Person I Grant Deed Plans picked up If.O.A. Approval Plans resubmitted IN HOUSE:- ,,. Review, read), for corrections/issue Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue / School Fees C'Ilq -� dU-C 4/Z `G fo Pte' - Xe A,* -.z- /0// 7 d -z . /o/3/ M; SEP 19 2012 PERMIT FEES Item Amount E heck Deposit heck Balance Construction Mechanical Electrical Plumbing S.�t.l. Grading Developer Impact Fee A. 1. P. P. Total Permit Fees 1 A -V-46 1 /o/ 3 /di! &t✓ �y 4 4VQgl�ra P.O. Box 1504 787495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Manager From: Les Johnson, Director -Planning Permit #: BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 To CDD: 9-lq"l;?- Due Date: Status: .Building Flans Approval (This is an approval to issue a Building Permit) The ' Planning Department has reviewed the Building Plans for the following project: Description: Addressor General Location: 80- 0q Applicant Contact: Jt� /;pQ&;� _ 3 5�-1 V3 The Planning Department finds that: ❑ ..these Building Plans do not require Planning Department approval. YK ...these Building Plans are approved by the Planning Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant: When the corrections are made please return them to the Planning Department for review. Les -Planning sip 19 i�lezY ezin� pepacirnent Date -A L - - Y _ , 1- 1 .{ LAD088-04 1 , LA QUINTA A. So 1m ~•=etw. t. - _ v,r,3.,r LJ -="--"^-•^w'' �+e-'._..w •.� — ....p _ .. _'q ra � � � � � � w � � � _� �H• tt � �� t� � �.� t� � Ss Ss � � At - X L'1 c i�J UG# LAD088-UG10 N r UG# LAD088-UG04 d` i z"�I m.. n. FI �_._ ' .__ -�• pie, :J +p PI ::, '. � i �,h�..."..:.:.���ri FOR ALL LEASE DUCT SEE DWG #LAD088-F44. i. i k i UG# LAD088-UG04 LEGEND SYMBOLS AERIAL ROUTE UNDERGROUND LEASE DUCT UNDERGROUND ROUTE STREET LIGHT POLE A STEEL POLE JPA POLE HUB LOCATION DATE: 07.2412 SHEET20F2 l 3 \ ky1 Ci� O Y ASTL Crown Castle 1100 DEXTER AVE. NORTH, SUITE 750 '+• SEATTLE, WA98109 Phone: 120613367382 F.. (2D6) 33&M 13 I i i5 1 I � _ - - _ ` J /. 1. _k.'" r- �. _ - •�I ..!n_- n �r-. _ - .. - - . yiy_. � , � _ _z,e,,.. '^"M i � - , - - • - -- - � �. .�.. — - _ ��• 3,. % `:}111 1 al„ LAD088 OS ' 1 LAD088-03 �UG# LAD088-UG03 1 SNdPm d J 1 iUG# i}/ g �r I. { LAD 888-UG02 1 `• '�E 1� ,1 = FOR ALL LEASE DUCT SEE DWG #LAD088-F F-7 z D a J HUB - LAD088 t % 54001 MADISON ST. a t� --• LA QUINTA, CA 92253 ! r o UG# LAD088-UG01 1 1 1. :l Y ` f LA QUINTA SITE# POLE TYPE RAD 1 RAD 2 LAD088.03 City of Le Quinta STREET LIGHT E/S Jefferson St. POLE 34'-8" 2T•3" 93' N/0 C/L Village Club Dr. LAD088-04 City of La Quinta S/S 50th Ave. STEEL POLE 19'-8" N/A 72'W/0 C/L Heatherglen LADOB&05 City of La Quinta STREET LIGHT SIS Avenue 52 POLE g4'-8" 2T-3" 214'E10 C/L Jefferson St. FIBER FOOTAGE AERIAL 12,685' LEASE UG 20,282' BURIED 10,721' TOTAL FIBER FOOTAGE TBD SYMBOL DESCRIPTION B/O/W 84ICKOFWALK E/0/D EDGE OF DIRT W/L WHITEUNE R/O/W .RIGHT OF WAY E/O/P EDGEOFPAVE49W CIL [ENTER UNE CIF CURSFACE PAL PRORER7YLINE —x—x—x—x—x— FENCE IE WALL 10 ELEVATIONS DRIVEWAY 10 EQUIPMENT DETAILS BUSHES TREE - SITE POLE ® EXISTING U7ILRYPOLE STREET UGHr • PARKINGME7ER/STXFrrS/GN x DOWN GUY 01 F/REHYDRANT o UTILITY VALVE F01 UT7LIIYM4NHOLE ® SEHMAi4NHOLE ■ SQUARE VENT e ROUND VENT �- DIG -ALERTS NAND/CAP RAMP FIELD SYMBOLOGY IIIIII�IIIIIIIIIIIIIIIIII 31 IE 7 OF 0 CONSTRUCTION DOCUMENTS for the construction of the COS WN TLE LAD088-05 1 OF 10 TITLE SHEET 7 OF 10 ELEVATIONS 2 OF 10 EQUIPMENT DETAILS 8 OF 10 SITE LOCATION PHOTOS 3 OF 10 TRI—SECTOR UNICELL MOUNTING DETAILS 9 OF 10 SITE PLAN 4 OF 10 POWER PEDESTAL DETAILS 10 OF 10 I.I.D. UNDERGROUND 5 OF 10 GROUNDING DETAILS DISTRIBUTION STANDARDS 6 OF 10 RF INFORMATION SHEETINDEX THE PROJECT CONSISTS OF THE REPLACEMENT OF (1) 30'-0" EXISTING ROUND STEEL STREET LIGHT POLE WITH /JNT (1) NEW 30'-0" MODIFIED STEEL STREET LIGHT POLE FOR THE PURPOSE OF THE INSTALLATION 0 WIRELESS ANTENNAS AND ASSOCIATED EQUIPMENT. TOTAL STRUCTURE HEIGHT: 35'-11". THIS NODE SITE IS PART OF A DISTRIBUTED ANTENNA SYSTEM (DAS). EQUIPMENT CONSIST OF: a) 1-11" (DIA.) x 70.9"L (KATHREIN 800-10360) TRI—SECTOR ANTENNA. b) 3-23.3% x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS. FLUSH MOUNTED. C) 1-10"L x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX d) 1-16% x 17"W x 48"H ELECTRICAL METER PEDESTAL (100 AMP). e) 1-11.9415% x 7.154"W x 34.115"D BTI RADIO SHROUD f) 1-32.7"L x 6.1"W x 5.8"D ION—M17P/19P (HOUSED INSIDE POLE). g) 1-24"L x 36"W x 30"D FIBER SPLICE VAULT AND 1-17"L x 30"W x 24"D POWER PULL BOX. h) 23' OF I.I.D. 3" CONDUIT AND 22' OF CROWN CASTLE 2" CONDUIT. i) ANTI—GRAFITTI PAINT OR CLEAR—COAT TO BE USED ON ALL METERS AND POLES j) ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH POLE. PROJECT DESCRIPTION COORDINATES I LATITUDE: 33.67082 N LONGITUDE: -116.26793W OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 ZONING: N/A APPLICANT: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 WIRELESS IMPLEMENTATION ENGINEER: N/A APN#: JURISDICTION: N/A CITY OF LA QUINTA PROJECT SUMMARY CROWN CITRUS FRESA rn n PROJECT MANAGER: PHONE: �O STEVE WEINGARDT (805) 732-0576 T m VH VH 0 h hSrgS PALM GROVE DR. CELL: (818) 314-8150 RF ENGINEER: PHONE: 10640 SEPULVEDA BLVD. SUITE 1 APURAVA BAROT (206) 336-7391 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 as AVENUE 52 PROJECT AREA o 0. U11 In gy�GF �i NORTH T.G. RC 5530–A7 `p 'fes VICINITY MAP OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 ZONING: N/A APPLICANT: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 WIRELESS IMPLEMENTATION ENGINEER: N/A APN#: JURISDICTION: N/A CITY OF LA QUINTA PROJECT SUMMARY CROWN CASTLE CONTACTS: ENGINEERING COMPANY: PROJECT MANAGER: PHONE: JH STEVE WEINGARDT (805) 732-0576 CABLE ENGINEERING SERVICES VH VH ELIZABETH VILLALOBOS 3 10-09-12 CELL: (818) 314-8150 RF ENGINEER: PHONE: 10640 SEPULVEDA BLVD. SUITE 1 APURAVA BAROT (206) 336-7391 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 CONSTRUCTION MANAGER: PHONE: STEVE PATINO (805) 234-1431 PROJECT TEAM CARLOS PUENTE IMPERIAL IRRIGATION DISTRICT 81-600 AVE. 58TH La Quinta, Ca 92201 PHONE: (760) 398-5837 cpuente@iid.com UTILITY COMPANY CONTACT INFO CABLE ENGINEERING SERVICES OSP ENGINEER: JEREMY HARMON 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA, 91345 PHONE (818) 898-2352 CIN OF LAQUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATEI 12221 > BY SITE NAME: LAD088-05 LA QUINTA SITE INFORMATION: BD -049 AVENUE 52 LA QUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TITLE Hk1��111*k1 C OWN ® T / l� P L E Crown Castle 1100 DEXTER AVE SUITE 750 SEATTLE, WA98109 cable engineering SerV%603 PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1. Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 — C.E.S. PROJECT NO.: I 76000500-15 I C.E.S. DWG. NO. NPN12052 REVISIONS: 1 08-21-12 PRELIMINARY JV °C VH JH 2 08-29-12 REMOVE PULLBOX PER POWER MEET CD FINAL VH VH JH 3 10-09-12 ADDED METER ADDRESS VH _-VH SHEETNUMBM- 1 OF 10 :ox 0;0 AVENUE 52 CURBFACE SECTOR TRI -SECTOR A ON TOP OF= o STEEL POLE o R. a i p Go KATHREIN MODEL -800-10360 SECTOR: A,B, & C rA 9 531 0,9 AVENUE 52 CURBFACE SECTOR N 0 0L ANTENNA o STEEL POLE MOUNTING BRACKET (ACTUAL VARIES) KATHREIN MODEL: A,B, 0525 SECTOR: A, B, & C � %� ,Q" e i/e• TOP VIEW JI I t NAM11t: LAD088-05 LA QUINTA SITE INFORMATION: LAQUNTA,�CA92253 (STEEL STREET LIGHT POLE) SHEET TITLE: s /4_ EQUIPMENT DETAILS •� �M� g2iy � P�' 2q0 0•y60 ppm �?p� o�� $oO�1 Jol p 0 ��A �t0 E. 90' OP SERVICE AREA CANISTER 'f t 1 �J'� /,� p1> 5 8 AA g2 40 2 O J7� 65` 2,g 0 OQ. 0' ��0� �4h E 90. *WOO �2- o 0 FRONT VIEW STAMP: VECTOR DETAIL (TOP ARRAY). SCALE: ANTENNA SCALE: 2 VECTOR DETAIL (LOWER ARRAY) SCALE: 3 ANTENNA SCALE: 4 ANTENNA COAX SHROUD DETAIL SCALE: 5 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. NOTE: COAX SHALL REMAIN STRAIGHT FORA MINIMUM OF4" FROM BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. ,,.946- MOUNTING BRACKET (ACTUAL VARIES) CITY ._ � f- BUILDIh1L.:.1 t� Q U I NTA SAFETY DEPT. //^^►► A O' /' /� V ,Y/ 525 KATHREIN ANTENNA PANEL ANTENNA (3 ® 120) /� � %(.�� FOR C.ON \ / ® V TRUCTION pg A e E �, 99 d Crown Castle 1100 DEXTER AVE SUITE 750 SEATTLE, WA 98109 e DAA BY (1) CROWN CASTLE BTI (11.946"L x 7.154W x 34.115"H) PLANS PREPARED BY: cab/e Q engineering services - COAX SHROUD PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd.Suite 1, Mission Hits, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898.9186 7.154- 11.946' , ® � C.E.S. PROJECT NO.: COAX & SPLITTER SHROUD SOLAREDCOND POWERSOX�'Q0EAKER/ 8 (10"Lx6.5"Wx3.5"D) WITH TANDEM BREAKERS # QOT2020 OR EQUIVALENT ° 76000500.15 C.E.S. DWG. NO.NPN12052 BTI RADIO UNIT SCALE: 6 STEEL POLE MOUNTING SCALE: 7 N.T.S. N.T.S. ION—M17P/19P RADIO 4,- ION—M17P/19P RADIO s 0 o o PRODUCT - ANDREW CORPORATION MODEL - S-3-CPUSE-L-N REVISIONS: 1 08-21-12 PRELIMINARY JV VH JH 2 08-29-12 REMOVE PULLBOX PER POWER MEET CD FINAL VH oc VH 0$° JH 3 10-09-12 ADDED METER ADDRESS w VH }qT VH JH w ase yb• (1) CROWN CASTLE (ANDREW ,ON—M17P/19P INSIDE POLE) 6.1"W x 5.8"D) 051 wince ac 50 o FRONT VIEW BACK VIEW SHEET NUMBER: ANDREW ION -M RADIO SCALE: SPLITTER DETAIL SCALE: 9 POLE MOUNTED EQUIPMENT DETAIL SCALE: 1 2 OF 1 0 N.T.S. N.T.S. N.T.S. n Mounting Mee.h•ahieal Interface after welding The Crown Castle -supplied base for mounting the antennas must be fitted with a flange acording to the lower drawing. inachinin —Steelquality 5235 JR62 DIN EN 10025 to lie Qualified for hot dip galvanizing —Weldings according OIN18800- part 1 and part 7 and DIN EN 25617 qualily—group C, around welded a•6.3mm if not marked different. The Weldings should produced by a company with welding licence for dynamical toads. —without burr. according DIN ISO 6784, L-0.3 before hot dip galvanising —� 1) root of seam machined and full penetration welding 2) M12 machined after hot dip galvanizing 3) indicated dimensions are in hot dip galvanfied condition surfaces according to DIN ISO 1302 Rz63 Crown Castle -supplied base Mounting The antenna is mounted with the included bolts and clamping ring on the customer -supplied base. The antenna can be continously turned through 3600 to the desired position with the bolts loosely screwed in. CITY OF Lia OUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY Crown Castle -supplied base SITE NAME: LAD088-05 LA GUINTA SITE INFORMATION: 60-049 AVENUE 52 LA OUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TITLE TRI -SECTOR UNICELL MOUNTING DETAILS Ll CCA�TL E Crown Castle 1100 DEXTER AVE SUITEi() SEATTLE, WA 98109 cable engineer➢ng Services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Kgs, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 — C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12DS2 ncvimvna: 1 08-21-12 PRELIMINARY JV VH JH 2 08-29-12 REMOVE PULLBOX� PER POWER MEET- CD FINAL VH VH JH 3 10-09-12 ADDED METER ADDRESS VH VH 0$0 JH x �a oc x �a -bMctl NUMUC 3 OF 10 se FRONT CONNECTED 13 OR 15 JAW METER SOCKET W/SEALING RING SIDE VIEW METER COVER IN OPEN POSITION 17° I I 14.5° L13" � J_ ) -12.25"� TOP NEW 181.51 3_5° 3.25° REAR VIEW FRONT VIEW FRONT VIEW (PULL.SECTION (WEATHERPROOF COVER (WEATHERPROOF COVER COVER REMOVED) & DOOR IN PLACE) OPENED TO REAR)' LOWER DOOR NOT SHOWN NOTE • - PADLOCKABLE & SEALABLE st - SEALABLE COMMERCIAL REMOTE METER PEDESTAL 0-600V SINGLE OR THREE PHASE Y IID UNDERGROUND' DISTRIBUTION STANDARDS ' COMMERCIAL REMOTE' T. Mm IL GAPP)39}m 07-08-o0 m O6 H.T.& METER PEDESTAL APPROVED CHNRMAN STANDARDS I DATE I REV. Na WALE 0-800V SINGLE OR THREE PHASE PER POWER MEET N.T.S. I MY 04 07-00-09 14 C;AmgRG14tT. MG � ql VH WALEREV. No. - DATEli CHAIRMAHLSTANDARDS APPROVED COMMERCIAL REMOTE METER PEDESTAL DETAILS 181.5 ST 24"�{ 5_7/8 I 12-1/4" ^{5-7/8"1^ 4-MOUNTINGBOLT / (4-1/2' x 4• HILT BOLT) i _�e'X6' #10 CAUGE WIRE MESH -T— Q--,2.25b.61—'47l r Ij I I I 1' CHAMFER ALL AROUND 12 - -I- - - 75 —2- SCHEDULE 40 CONDUIT, n I C - --r TO PAD % o� d r m O 5/8" x 10' C.W. GROUND ROD NOTES: 1. LOCATION AND DIRECTION OF METER TOP VIEW PAD TO BE' DETOWINEO BY I.I.D. METER SHOP IMPERIAL AT 760)'339-9210:- COACHELLA AT (760) 348-5826 2- All SWEEPS TO BE P.V-C. SCHEDULE 40, CONCRETE ENCASEMENT NOT REQUIRED. 3. ALL CONDUIT TO BE PVC SCHEDULE 40 4. MINIMUM CLEARANCE OF 3' FROM, sTRUCIURE, OR. BUILDING, PLANTS, ETC. ON ALL 4 SIDES. REFER TO CLEARANCE 100.16 1" CRAM L FRONT Of PAD\ N 6"X8' #10 GAUGE WIRE MESHY • ' �� ' • % FINISH GRADE a CITY OF LA QUINTA BUILDi;iIG & SAFETY DEPT. APPROVED 2• SCHEDULE ao CONDUIT FOR CONSTRUCTION TO PAD i BY��.--- DA°rF 5/8•x l0' C.W. GROUND ROD SIDE VIEW C�•c� IID UNDERGROUND DISTRIBUTION STANDARDS COMMERCIAL: REMOTE METER PEDESTAL FOUNDATION' DETAIL . REMOVE PULLBOX T. Mm IL GAPP)39}m 07-08-o0 m O6 H.T.& / APPROVED CHNRMAN STANDARDS I DATE I REV. Na WALE SITE NAME: L.AD088-05 LA QUINTA SITE INFORMATION: 8.049 AVENUE 52 LA QUINTA, CA 92253 .(STEEL STREET LIGHT POLE) r SHEET TITLE: POWER PEDESTAL DETAILS COWN Crown Castle 1100 DEXTER AVE SUITE 750 SEATTLE, WA 88109 PLANS PREPARED BY: cable engineering Services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suile 1, Mission Hills, CA 91345 Phone No.: (818)698-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 08-21-121 PRELIMINARY SHEET NUMBER: SCALE: 2 4 OF 1 0 N.T.S. REMOVE PULLBOX 2 08-29-12 PER POWER MEET °Q VH CD FINAL 05P JH a VH 3 10-09-12 ADDED METER VH ADDRESS __ SHEET NUMBER: SCALE: 2 4 OF 1 0 N.T.S. 0 0 goo F e go° o °°� o 0G 0 0� 8 A PARTS LIST NOTES: FOUNDATION OMITTED FOR CLARITY B r21 C WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUAL 1. ALL STRANDED GROUND WIRE TO BE GREEN JACKETED. 5/8-11X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL E INSULATORS SHALL BE INSTALLED F w0-227-2600 GROUND SCHEME MAY VARY DUE TO SITE SPECIFIC CONDITIONS. O STEEL POLE TOP VIEW TICKET SLOPED COVER SLOPED (MARKED "GROUND") z CADWELD OR 1+ " -24" MIN.- MIN. COMPRESSION FITTING GRADE LEVEL I I CONCRETE COVER BOX 12" X 12' I 1~ I I I I 82 AWG ROUND WIRES _ r CITY G - LA TA 1 -WAY CADWELD I 2 C U GROUND FROM MR ,7,F BUILDlhlG SAFPT. rTY',DE L ROD COPPER LENGTH FOR ANTE J ' APPROVED P P R O FOR NOTES: SERE DETAIL �2WELL cuRe FOR CONSTR\UN 1. DIRECTION OF TRAFFIC ELECTROLYTE COPPER CLAD GROUND ROD _ 2. PLACE GROUND WIRE CLOSE TO CURB / BACKFILL NATIVE DAA _ BY 1 1 / MATERIAL SIDE VIEW TYPICAL STEEL POLE GROUNDING DETAIL SCALE. 1 GROUND TEST WELL DETAIL SCALE: 2 N.T.S. N.T.S. .� C 0 0 goo F e go° o °°� o 0G 0 0� 8 A PARTS LIST A COPPER GROUND BAR, USE STYLE "I" GTI TELECOM, INC. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS B CAT8. NOC301A BE S, OWTON INSTRUMENT CO. UAL C WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUAL D 5/8-11X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL E INSULATORS SHALL BE INSTALLED F 5/8-11 NUT B D TYPICAL GROUND BAR SCALE: 3 N.T.S. a NOTES: 1. CRIMP (COMPRESSION) TYPE TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED TO d TERMINATE STRANDED GROUNDING CONDUCTORS. THE CONNECTORS SHALL BE TIN PLATED o COPPER, LONG BARREL LUG, AND SHALL BE LISTED. FOR THEIR INTENDED USE BY AN NRTL. cli NOTE: TIN PLATED ALUMINUM CONNECTORS INSTALLED PRIOR TO THE DATE OF NOTES: ANTENNA COAX THIS STANDARD OR CONNECTORS THAT ARE PART OF AN APPROVED PRODUCT ARE `� ACCEPTABLE. 1. DO NOT INSTALL COAX GROUND KIT AT A BEND AND ALWAYS 12" TO 24" DIRECT GROUND WIRE DOWN TO GROUND BEND. _ _ _ 2. CRIMP TYPE CONNECTORS USED ON SOLID CONDUCTORS MUST BE LISTED BY AN NRTL 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS FOR USE ON SOLID CONDUCTORS, AND MUST BE CRIMPED WITH THE DIES SPECIFIED BY THE SUPPLIED OR RECOMMENDED BY COAX MANUFACTURER. MANUFACTURER OF THE CONNECTOR. USE A HYDRAULIC CRIMPING TOOL. 3. WEATHER PROOFING SHALL BE TWO- PART TAPE KIT, COLD WEATHER -PROOFING KIT 3. TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED. WIRES SHALL BE INSERTED THE SHRINK SHALL NOT BE USED. (SEE NOTE #3) ENTIRE LENGTH OF THE LUG. ENSURE COAX OUTER INSULATION IS SNUG TO LUG BARREL. COAX GROUND KIT PROVIDE AN ANTIOXIDE COMPOUND ON THE CONDUCTOR BEFORE CRIMPING (NO OX). INSTALL A TRANSPARENT HEAT SHRINK INSULATING TUBE ALONG THE ENTIRE LENGTH OF THE CRIMP. 6 AWG STRANDED COPPER GROUND IRE (GROUNDED TO GROUND BAR) 4. USE #6 AWG STRANDED -THOMAS & BETTS 455578 OR EQUIVALENT. (SEE NOTES I & 2) 5. USE 92 AWG STRANDED -THOMAS & BETTS 435306 OR EQUIVALENT. CONNECTION OF COAX GROUND KIT TO ANTENNA COAX SCALE: 4 2 -HOLE LB GROUNDING LUG SCALE: 5 N.T.S. N.T.S. SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: 90.049 AVENUE 52 LA OUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TITLE: GROUNDING DETAILS 0 CW N ASTLE Crown CasUa 1199 DEXTER AVE SURE 759 SEATTLE, WA 99109 - PLANS PREPARED BY: ie ..g engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills. CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898.9186 - C.E.S. PROJECT NO.. 76000500-15 C.E.S. DWG. NO. NPN12052 REVISIONS: p,,,y,�k JV 1 108-21-12 PRELIMINARY VH JH REMOVE PILLBOX 2 08-29-12 PER POWER MEET CD FINAL 3 110-09-12 I ADDED METER ADDRESS -SHEET NUMBER:- 5 UMBER5 OF 10 JH [ i : BTI, PCS Remote Unit, Master 20W TOP ABTENRA-S - "^ I a8011pH A9I}2>P4.5 , 1: AZIMUTH ' 1 i BTI, 8" Wide shroud (included With node) Alpha ° Beta 'Gamna i Alpha .Beta Gemma ' ANDREW, SPUTTER, 3 -WAY, N -TYPE, 698-270OMHz, 50VV 6 _—:.-.... AETIl..__ '_ .--'_ANI2 --.. __E _..:_AE71'9_—. ._.....__ ._,AIII'4._ _.__. _ _:.AHIS.._...._:.__.._� At1113 _......___.. _ KATHREIN, 6S Deg Dualband Directional Ant, 2ft, 698-894/1710-217OMHz 33 CBL3-8 LDF.4-50A ANDREW, LDF4-50A, HEUAX0 Low Density Foam, 1/2 In, black PE jacket TBD 1 N/A L4TNM-PS. ANDREW, Type•N Male Positive Stop" for 1/2 in LDF4-5OAcable 11, L4TDM-PS ANDREW, Type DIN Male Positive Stop'" for 1/2 in LDF4-50A cable 12 CBL1-2,•4-7.6 FSJ4-50B: ANDREW, FS14-508 HELIAXO Superflex, torr. copper, 1/2 in, black PE jacket TBD. F4PNMV2-HC ANDREW, Connector; Type N Male for 1/2 in FS14-506 cable1,. X F4PDMV2-C. ANDREW, Connector; 7-16 DIN Male for 1/2 in F514 -50B cable 22': GND1-12 UG12158-15134-T ANDREW, Univ. Ground Kit for 1/2 Inth(u 1-5/8 in corrugated coa) ial'cable 12 i ! i �•C X x X X x X C:X :. �. GND GAD ' 1 c ,_ ... .. _. .. _ . I .. GIJD GIJD' GTJD .. ......... � . t .BTI Rennote JL I ' i CBI3 ' CBL42- .CBL30- 693-8941: MR.i CBL1S 'CBL1'1- -� 693-894: MR.. - CBL141712170 q. .tCBL2SPLl SFL2- CBL36 - - CBL26 CBL17. T -CBL24 I CBC18 - CBL29CBL]9CBL22 :GND7GN08 CBL20 _ CBL21 FI_ :._ '.--. COPA1710=2170 :._.. _:._.: _ -- .. _ _ _ _. _ . - - t-SPL9._ .. _ +3PL4.AWS- 110VA M '- DX1 • GND. ' CHLS CRL2:• i cB OND2 ` L9 ' I ' ; GND9 GND101 GN011 GN012 ' t i (u -rased goat )' � � I ' I GNDa CBLd A ' I (N -type' male)' I 01 GND4 CBL6 r • i ' 1 1... (vd.thezp'oofY GNDS ' u GN08 .` CBL7 CBLB ITEM PART NO. DESCRIPTION CITY RU9 mBSC1900-060-RUMF01. BTI, PCS Remote Unit, Master 20W 1 "^ mBSC2100-060-RUSF01 BTI; AWS remote unit, Slave 40W 1: AZIMUTH m BSC -Shroud -8 BTI, 8" Wide shroud (included With node) 1 DX1 ECC1920-VPUB ANDRELV, Cross band coupler, MVS/PCS 1 SPL1-6 5-3-CPUSE-L-N ANDREW, SPUTTER, 3 -WAY, N -TYPE, 698-270OMHz, 50VV 6 ANT1-3 800 10360 KATHREIN, 65 Deg Dual band Trisector Antenna,.4ft, 1710-2170 MHz 1 ANT4-6 840 10525 KATHREIN, 6S Deg Dualband Directional Ant, 2ft, 698-894/1710-217OMHz 33 CBL3-8 LDF.4-50A ANDREW, LDF4-50A, HEUAX0 Low Density Foam, 1/2 In, black PE jacket TBD 1 N/A L4TNM-PS. ANDREW, Type•N Male Positive Stop" for 1/2 in LDF4-5OAcable 11, L4TDM-PS ANDREW, Type DIN Male Positive Stop'" for 1/2 in LDF4-50A cable 12 CBL1-2,•4-7.6 FSJ4-50B: ANDREW, FS14-508 HELIAXO Superflex, torr. copper, 1/2 in, black PE jacket TBD. F4PNMV2-HC ANDREW, Connector; Type N Male for 1/2 in FS14-506 cable1,. F4PDMV2-C. ANDREW, Connector; 7-16 DIN Male for 1/2 in F514 -50B cable 22': GND1-12 UG12158-15134-T ANDREW, Univ. Ground Kit for 1/2 Inth(u 1-5/8 in corrugated coa) ial'cable 12 ANTENNA WIRE DIAGRAM GPS SURVEY 1A LATITUDE: 33.67082 N LONGITUDE: I –116.26793 W RF SYSTEM SCHEDULE CITY OF I -A QUINTA BUILDING €' SAFETYDEPT. APP: --1O E FOR CO �TRUCTION DAA - 8Y NOTES:' 1 Cable will be:cut.to length and connectorized in the field for optimal cable -routing. 2 Right arigle.connectors can be substituted fo'r ease of installation 3 The bottom set of antennas and corresponding RF system will not be constructed initially. 4 Ground cable and lugs may tie required forthe antennas if -mounting to a non -grounded surface 5 Items in BLUE are supplied by Crown Castle 6 Weatherproof unused antenna ports 7 Antenna azimuths and downtilts will be provided separately by Crown Castle prior to installation NOTE A 1'/FATHER A CORROSION RESISTANT SIGN PER G.O. 95 RULE 94.5 MARKING)) REOUIREMENTS SHALL BE AFFIXED TO THt SITE PISLE NO LESS THAN THREE 3) FEET BELOW THE ANTENNAS ((MEASURED FInM THE TOP OF THE SIGN) AN NO 1:55 7W1N NINE (9) FEET ABOVE THE GROUND LINE (MEASURED FROM THE BOTTOM OF THE SIGN). SCALE: �f RF SIGNAGE N.T.S. L DETAIL CAUTION Radio Frequency (RF) emissions are present at this Ixatlon. Workers are asked to remain 3 feet from the face of the antennas (MAD). Continued exposure ar the RF energy may exceed Federal limits set for General PopulatieNUncontrolled environment. Utility workers who must work within the MAD should first contact CROWN CASTLE's NOC (724). NOC will dispatch a Technician or provide assistance in de -energizing the antennas. CROWN CASTLE NOC: 888-393-2213 SITE ID: LAD088-05 SITE NAME: LAD088-05 LA QUINTA SITE INFORMATION: 60-049 AVENUE 52 1 QUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TmP: RF INFORMATION LlCOWN A4STL E Crown Castle 1100 DEXTER AVE SURE 750 SEATTLE, WA 98109 cable engineering StB/7/iCBS PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission 1 -fills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: SCALE: 1 76000500-15 N.T.S. C.E.S. DWG. NO. NPN12D52 REVISIONS: ,� JV 1 08-21-12 PRELIMINARY r VH REMOVE PULLBOX RF SYSTEM SCHEDULE "^ 2 08-29-12 ANTENNA SECTOR AZIMUTH NUMBER OF ANTENNA MODEL NO. EQUIPMENT JUMPER JUMPER EST. COAX ANTENNAS IN VAULT SIZE LENGTH COAX SIZE JUMPER ANTENNA RAD CENTER OF ANTENNA A 0' 2 KATF02EIN 84 10525 N A N A 23'1 KATHREIN 800-10360 / / 1 2" / N A / 27-5 33'-8- B 120' 2 W '1IN 84o-1o52s N/A N/A 23'1 KATHREIN 800-10360 1/2" N/A 27-3/ 33'-8' C 240' 2 KATHREIN 840-10526 N/A N/A 23'1 KATHREIN 800-10360 1/2" N/A 27-3-/ 33'-e GPS SURVEY 1A LATITUDE: 33.67082 N LONGITUDE: I –116.26793 W RF SYSTEM SCHEDULE CITY OF I -A QUINTA BUILDING €' SAFETYDEPT. APP: --1O E FOR CO �TRUCTION DAA - 8Y NOTES:' 1 Cable will be:cut.to length and connectorized in the field for optimal cable -routing. 2 Right arigle.connectors can be substituted fo'r ease of installation 3 The bottom set of antennas and corresponding RF system will not be constructed initially. 4 Ground cable and lugs may tie required forthe antennas if -mounting to a non -grounded surface 5 Items in BLUE are supplied by Crown Castle 6 Weatherproof unused antenna ports 7 Antenna azimuths and downtilts will be provided separately by Crown Castle prior to installation NOTE A 1'/FATHER A CORROSION RESISTANT SIGN PER G.O. 95 RULE 94.5 MARKING)) REOUIREMENTS SHALL BE AFFIXED TO THt SITE PISLE NO LESS THAN THREE 3) FEET BELOW THE ANTENNAS ((MEASURED FInM THE TOP OF THE SIGN) AN NO 1:55 7W1N NINE (9) FEET ABOVE THE GROUND LINE (MEASURED FROM THE BOTTOM OF THE SIGN). SCALE: �f RF SIGNAGE N.T.S. L DETAIL CAUTION Radio Frequency (RF) emissions are present at this Ixatlon. Workers are asked to remain 3 feet from the face of the antennas (MAD). Continued exposure ar the RF energy may exceed Federal limits set for General PopulatieNUncontrolled environment. Utility workers who must work within the MAD should first contact CROWN CASTLE's NOC (724). NOC will dispatch a Technician or provide assistance in de -energizing the antennas. CROWN CASTLE NOC: 888-393-2213 SITE ID: LAD088-05 SITE NAME: LAD088-05 LA QUINTA SITE INFORMATION: 60-049 AVENUE 52 1 QUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TmP: RF INFORMATION LlCOWN A4STL E Crown Castle 1100 DEXTER AVE SURE 750 SEATTLE, WA 98109 cable engineering StB/7/iCBS PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission 1 -fills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: SCALE: 1 76000500-15 N.T.S. C.E.S. DWG. NO. NPN12D52 REVISIONS: ,� JV 1 08-21-12 PRELIMINARY r VH SHEET NUMBER: SCALE: 6 OF 1 0 q N.T.S. 9 REMOVE PULLBOX I "^ 2 08-29-12 PER POWER MEETr VH CD FINAL JH . VH 3 10-09-12 ADDED METER ,� VH ADDRESS I SHEET NUMBER: SCALE: 6 OF 1 0 q N.T.S. 9 NOTE MATHER a CORROSION(( RESISMNr SIGN PER GA BE9AFFRULIXED TO JKSAR I G) REQU EME11Ts SKA(rt RE (3) FFROM � B.. HVOMLESS oo NOTE: COAX SHALL REMAIN STRAIGHT FOR A MINIMUM OF 4" FROM BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. NOTE: NOTE: LUMINANCE WILL BE UNCHANGED AS THE STREET LIGHT WILL BE REPLACED AT THE SAME LOCATION AND LUMINAIRE WILL REMAIN AT THE SAME HEIGHT. RTHAN MT (9) FEET �FOP OF �wrrFIN�E 45060 UNE (MEASURED FROM THE BOTTOM OF THE SIGN) STANDARDS SPECIFICATIONS FOR STRUCTURPOLE DESIGN VVILL MEET OAL SUPPORTS. TALL REFLECTIVE ADHESIVE LETTERING. NOTE: ION M17P/19P ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH RADIO (INSIDE POLE) POLE. TOP OF STRUCTURE (35'-11' AGL) CENTERLINE OF ANTENNA (33'-8" AGL) TOP OF POLE( 30'-0" AGL) TOP OF STREETUGHT MAST ARM 29 -0" AGL TOP OF FLUSH MOUNT ANTENNAS (28'-3AGIL tS., CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-3" AGL) (24'-0" AGL) ' (16'-0" AGL) BOTTOM OF BTI RADIO (10'-8' AGL) (BEHIND POLE) BOTTOM OF DISCONNECT (7'-0" AGL) ION M17P/19P RADIO (INSIDE POLE) EXISTING I.I.D. TRANSFORMER 8518' FIBER SPLICE VAULT (24"06"00") FOUNDATION TO BE - DESIGNED BY OTHERS ELEVATIONS 6 518' FRONT VIEW LOOKING SOUTH METER CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL NOTE: SITE ADDRESS TO BE LABELED ON FACE OF METER PEDESTAL WITH MIN. 2' TALL REFLECTIVE ADHESIVE LETTERING. 1.5" ST. LIGHTING 9:OC x 0 z 0' L90 RISER DETAIL AVENUE 52 12:00 :C POWER CC FIBER 0 ) 1/2" COAX CABLES CROWN CASTLE BTI UNIT AND (1) POWER BREAKER/ DISCONNECT BOX (6:00) 15' TOP OF STRUCTURE (35'-11' AGL) CENTERLINE OF ANTENNA (33'-8° AGL) SCALE: 1 N.T.S. TOP OF POLE (30'-0' AGL) TOP OF STREETLIGHT ST ARV -29 -0' AGL TOP OF FLUSH MOUNT ANTENNAS (28'-3" AGL) CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-3' AGL) (24'-0" AGL) 6518, (16'-0" AGL) CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. oo BOTTOM OF BTI RADIO 10'-8' AC NOTE: SITE ADDRESS TO BE LABELED ON FACE OF METER PEDESTAL WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. BOTTOM OF DISCONNECT BOX (7'-0" AGL) ION M17P/19P RADIO (INSIDE POLE) FIBER SPLICE VAULT -'`I � { I 1 I EXISTING I.I.D. TRANSFORMER (24"x36°x30") � I I DIRT FOUNDATION TO RE- DESIGNED BY OTHERS 2' 5'•6" SIDE VIEW LOOKING EAST �, . IcITY OF LA QUIN' BUILDING & SAFE W DE APPROVED I FOR DATE----- BY. SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: 80-049 AVENUE 52 LA OUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TITLE: ELEVATIONS 0 CCA�iLE Crown Castle 1100 DEXTER AVE SUITE 250 SEATTLE, WA 98109 - PLANS PREPARED BY: cable engineering SBA/%CBS PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission HBs, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 REVISIONS'. ""'"" JV I 1 I08-21-12 PRELIMINARY VH REMOVE PULLBOX vr1 2 08-29-12 PER POWER MEET°C VH CD FINAL °�° JH VH 3 0-09-12 ADDED METER VH ADDRESS b"tt1 NumbLic SCALE: A .7 OF 1 O N.T.S. Y EXISTING STREET LIGHT LOCATION LOOKING EAST SITE LOCATION PHOTOS EXISTING STREET LIGHT LOCATION LOOKING WEST EXISTING STREET LIGHT LOCATION LOOKING SOUTH CITY OF U-� QUINTA BUILDING & SP\FrTY DEPT. APPRCVED FOR CONSTRUCTION DATE P - J SITE NAME: LAD088-05 LA QUINTA S1TE INFORMATION: 80-049AVENUE52 LA QUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TITLE: SITE LOCATION PHOTOS 0 CAS LE O N Crown Castle 1100 DEXTER AVE SUITE 750 SEATTLE, WA 98109 PLANS PREPARED BY: cable engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hits, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 U.t.S. YKVJtU l NU.: 76000500.15 C.E.S. DWG. NO. NPN12052 REVISIONS: JV 1 108-21-12 1 PRELIMINARY VH REMOVE PULLSOX I vr1 2 08-29-12 PER POWER MEET°` VH CD FINAL N 1 3 1 10-09-12 1 ADDEDRESSD METER VH JM=1 NUMUC SCALE: 80F 10 N.T.S. 1 NOTES: 1)IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROPERTY OWNER & NECESSARY UTILITY COMPANIES FOR THE LOCATION OF ALL EXISTING BELOW GRADE UTILITIES AND REQUIREMENTS FOR DEPTH, SIZEAND SEPARATION PRIOR TO BEGINNING CONSTRUCTION. 2)PROPOSED UTILITY SERVICES SHOWN NEED TO BE VERIFIED & APPROVED BY UnUTY COMPANIES BEFORE START OF CONSTRUCTION. CONTRACTOR TO VERIFY WITH CLIENT PROJECT MANAGER TO OBTAIN FINAL APPROVAL. 3)CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES AND SFWI IMMEDIATELY INFORM CUDITT OF ANY RJT ACCIDENTAL DAMAGE TO EXISTING UTIES BY TELEPHONE AND E-MAIL REGARDLESS OF ABILITY TD REPAIR OR MITIGATE. A FOLLOW-UP E-MAIL REPORT WITH DIGITAL PHOTOS WILL BE REQUIRED DAILY UNTIL RESOLUTION WAS BEEN ACCEPTED BY CLIENT AND AFFECTED SERVICE PROVIDERS AND RECIPIENTS. AT THEIR OWN EXPENSE. CONTRACTOR WILL EXERCISE ALL EFFORTS TO HAVE REPAIRS MADE BY QUALIFIED TECHNICIANS AS APPROVED BY SERVICE PROVIDER. THIS 15 A GENERAL USE DRAWING ONLY; SPEOnC DATA AS TO SIZE >Y AND llXADDNS OF KNOCKOUTS. == ------- 0 INDS OPENINGS & INSERTS WAY DE .-- -- : - ------- OBTAINED THROUGH ACP. VARIATIONS FROM THESE - ---'--- STANDARDS ARE AVARABLE ON SPECIAL ORDER ON -CONCRETE UD (BOLT D01YN1 W COMPOSITE VAULT y TYPICAL COMPOSITE VAULT DETAIL 24' X 36' X 30* NO SCALE (UD TO BE MARKED 'CROWN CASTLE? NAU1T 911 UTILITY LINE TYPE LEGEND: CROWN CASTLE CONDUIT- OWER- --- --�AS---- --WATER-- -PHONE- STREET AS -- --WATER-- PHONE STREET UCHT .. .. aIL -SEWER- -.--.--CABLE EWER-.- .--CABLE TV--- --- - STORM DRAIN - 1-800-227-2600 4/LL 4T u.B rr4 nrs TICKET>#QAm-�� HDD/OPEN TRENCH A/C STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. SIDE WALK FOOTAGE: 0' HDD / OPEN TRENCH GRASS/DIRT PARKWAY FOOTAGE: 46' HDD / OPEN TRENCH TOTAL PROJECT FOOTAGE: 46' EXIST. TRANSFORMER #UN105380 PROPOSED POWER POINT OF CONNECTON EXIST. METER #7991 EXIST. ST. LIGHT PULL BOX - EXIST. TWC PULL BOXES - EXIST. METER #80055 EXIST. ST. LIGHT #88-05 EXIST. TRANSFORMER #UN105380 ( PROPOSED POWER POINT OF CONNECTON DESCRIPTION 23'-0" EXIST. TRANSFORMERUN105380 TO TO MYERS METER 1-3- SCH. 40 PVC CONDUIT (II.I.D.) 16'-0" MYERS METER TO CROWN CASTLE SITE POLE 1-2- SCH. 40 PVC CONDUIT (CC POWER) 5'-0" CROWN CASTLE SITE POLE TO PULL BOX 1 1-2' SCH. 40 PVC CONDUIT (CC FIBER) VAULT LOCATION LroxDCIT curve Nara VAULT VAULT SIZE D © ® D R = Y-0' R = 2'-0' R = T -O' R = 3'-0' - 45' < - 45' < - 22S < . 90 L 2'-4' L • 1'-2- L - 2'-4' L = 4'-9' EXIST. METER #7991 EXIST. ST. LIGHT PULL BOX - EXIST. TWC PULL BOXES - EXIST. METER #80055 EXIST. ST. LIGHT #88-05 EXIST. TRANSFORMER #UN105380 ( PROPOSED POWER POINT OF CONNECTON DESCRIPTION 23'-0" EXIST. TRANSFORMERUN105380 TO TO MYERS METER 1-3- SCH. 40 PVC CONDUIT (II.I.D.) 16'-0" MYERS METER TO CROWN CASTLE SITE POLE 1-2- SCH. 40 PVC CONDUIT (CC POWER) 5'-0" CROWN CASTLE SITE POLE TO PULL BOX 1 1-2' SCH. 40 PVC CONDUIT (CC FIBER) VAULT LOCATION (NOTE ALL DIMENSIONS ARE TO CENTER OF STRUCTURE) VAULT VAULT SIZE LOCATION vALli t 2 (SPLILIxCEE VAUULT)LT) X E CA OF JEFFERSON ST. & 49'1 S C/L OF AVENUE 52. �r LA QUIW H CIT 4 � Q SAFETY DEPT• Bu►L,, - ®vE� FUq eONSTRUCTIO AVENUE 52 IL -Do 2" CC POWER 1.S" ST. LIGHTING 2 CC FIBEPR - 6'-0' {(- 90 9:00 3:00 L - (18) 1/2" COAX CABLES (1) CROWN CASTLE BTI UNIT AND (1) POWER BREAKER/ DISCONNECT BOX (6:OD) W S GRAPHIC SCALE 20 0 10 20 FEET SITE NAME: LAD088-05 LA QUINTA SITE INFORMATION: 80.049 AVENUE 52 LA QUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TITLE: SITE PLAN CCA�TLE Ll Crown Castle 1 f 0D DEXTER AVE SURE 250 SEATTLE, WA 98109 cab/e engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898-9186 C.t.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 RCY 101uma: MKrt! JV 1 08-21-12 PRELIMINARY VH " JH REMOVE PULLSOX � VH 2 08-29-12 PER POWER MEET _ VH CD FINAL °" JH wrrt= • VH 3 10-09-12 ADDED METER «: VH ADDRESS 05, JH onv*co: w.rrtx. SHthf NUMBER: 9 OF 10 AI 10 '1/2"- 8' /2-B' (MIN) (BY CUSTOMER) 52 - 3"PVC SCHEDULE 80 COUPLINC (BY CUSTOMER) --- A - STAND-OFF BRACKET .ALUMA FORM CAT. 9 -CSO -12 ir•.!/ y, STRAP KIT SECTION A -A SCHEDULE 80 CONDUIT CUSTOMER) JL PEAa•l PVC SCH 40 SWEEP GRAI` I SEE NOTE 9 I (BY CUSTOMER). I �( PVC SCH.30 .SWEEP -I- I 3G RADIUS (NOTE 9) (BY CUSTOMER,) RISER/CONDUIT DETAIL. N.T.S. CONTRACTORS NOTES NOTES: 1.ALL JOINTS TO BE CEMENTED WITH APPROVED PVC CEMENT. 2. CALL. I.I.D. IN COACHELLA VALLEY (760) 398-5828 48HRS IN ADVANCE FOR INSPECTION. 3..CALL I.I.D. IN IMPERIAL VALLEY (760) 482-3300 48HRS IN ADVANCE FOR INSPECTION. 5' MIN m `12" (MIN.) (BY CI.)STOMER) PVC. SCH 40 SWEEP. SEE NOTE 9 (BY CUSTOMER) 1. MUST OBTAIN I.I.D.. APPROVAL FOR USE. 2. CONTRACTOR SHALL DO ALL TRENCHING. (REFER TO CONTRACTORS NOTE 1A -G.) 3. CONTRACTOR. SHALL,.INSTALL CONDUIT RUNS, PULLBOX AND RISER MATERIAL ON I.I.D. POLE. CONTACT ENG. FOR LOCATION ON POLE. 4. CONTRACTOR SHALL INSTALL PULLCORD IN CONDUIT RUN BETWEEN PULLBOX AND METER. s 5. CONTRACTOR SHALL CALL ENGINEERING FOR TRENCH INSPECTION PRIOR TO BACKFILLING. 6. CONTRACTOR SHALL BACKFILL AFTER I.I.D. INSPECTOR'S APPROVAL . TRENCH SHALL BE FREE OF 13OCKS ADJACENT TO CONDUIT & PULLBOX. (REFER TO. CONTRACTORS NOTE 1A -G.) "- 7. CHECK WITH ENGINEERING DEPT. FOR SPECS. ON COMMERCIAL SERVICES. 8. ALL MATERIAL SHOWN ON SKETCH EXCEPT POLE SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR AT HIS EXPENSE 9. REFER TO TABLE 5 RISER SWEEP RADIUS. (PAGE 24) IID UNDERGROUND DISTRIBUTION STANDARDS SECONDARY RISER WrrH PULLBOX Wis. I RISV 08 Oh19-t0 - !L GAPPING= QW F. MXG Sf1tE I REV. No. I DATE I CHAIRMAN STANDARDS I APPROVED I.I.D. UNDERGROUND DISTRIBUTION STANDARDS a Undararound c duih. ducig. conduit fdtinae. and aaaling apmiaouna- 0. CaxkA nxmdmp and tress a..h otherMrai an 8w sane Nvul 10 plane S.ti VnmsrlmmhdtsmiW Sabutol amtih cried. minimum. andneary and rrm r>mr8rm •,hap ha buried a minimum dgr0l of Mu and once hntl feat (2lS). C, aces end amap-ets msesqults shad be n sndn+n on theweaings O, YNtera the animal diaa-lar oftho conduii1, sma0cr amp the dame:arm die opimbM in iM mu: m8, the mductim in mMuil dlamatar shall take ptsce lwe fee: (IJ ftxa tea exw-.%W wap of Bic vault 8mer to tasvnm a 4 U d -,.uhd conduits ducts. conduit filling., and .aa0np cpm poun;[ continued+ x. The Inst. 3flatim crdrsdorcal mandrel all anduit runs to and -W=g novice dust 110 sten pmv4Y_ Ina mare -e1 and n,P.=. (Inspection schodulas amsu6Jec1 to a minimum 48 houradvrnwo notice and are by apimiinimmi only - to quiets (760) 39asels: Impede] (760) 482. 3300k - L The nstaI&[oft of tin candid sjaem u`.1 to mnducL-E by a sign co -in, or other -* tog)w:1r prejac eunlarilP. ieJue'rg 8d rcsial3ly of dorueons tram we G0.128 regulodons. S. Transformer p ids,junction pads. o-st vaults, function a A An condub entering transformer pads hall be out a80' to 1' (aces) from above this top of the pad. B. All condtdt best" secondary pull boxes m splice twins shall be cut M7' to V iind-jl bova the Pea ersy4' G Saye phase ban derper pads Insraeea adjacent to roads shag have the winery erdw s Installed closest w the roan. and secondary Uuits histalled away from 1he,aad. (Contact Via a*rn opnato IID Customer Service Pr*ct Manager) D. Tre siamier pads, pug terms, mdnholes, vaults. and swirtli pad Inslogations. sing be Installed 3' above foal grade (whera.not Installed along sidewalks) and thMi M!h final sid-alk for those Miss of installations. In areas wdu efaping mitoses greater than Y.' to tine foot, the top edge shag be set as shown below highpoint of slope. (In no ms sh sag therebe more than 3' rd clope in }` (adoffco0 horizontal measurement.) I- Tan.11 Pad Irepsaian: when the c -ostler receNes cir bstaes a Tiansfomer Pad &.it has a-nfinuaus pack across three sides (side, lop, and inside Wrdow) Itis pad YM be rejected by the IID I spertar. When a mall is rromelosnumis and the rack exceeds 1/37 (•032) We, are mritraelor may make appropriate mp llr to the crack with a maredat apprand epoxy equal to CIXGEL 7000. The contractor will inform the IID Inspector of any pads repair to be made before repair is made. F. Commuter is mpenslble for pmoancrd and waterproof marking's on all Interim vault puockaum, any and all conduits, smolt runs, end stub outs, with the conduit number corresponding to the nurturer shown an the plans. G. Contractor shag seat w gmrdar-nd seam"., ltd seellom and duos entering vaults and pulterns to prevent coo and writer entering atJo'ctts or openings. H. More the external diamaterof the conduit Is smaller than the diameter of the opening in ft vault wag, due reduction in cordldl diamemr shall take place two feet (Y) from the exterrrl wag of the -3. Refer to Section 4D Rofor to Dawino d 1 . 1. Conbactr/Developer shall keep an debds,away from llD's transfarmer pads, primary vmdts, secondary pug boxes, and other IID equipment to give IID SITE NAME LAD088-05 LA OUINTA 80-049 AVENUE 52 LA OUINTA, CA 92253 (STEEL STREET LIGHT POLE) I.I.D. UNDERGROUND DISTRIBUTION STANDARDS personnel access duMg the dration of the project. C O WN TLE CITY OF LA QUI NTA lCrown Castle BUILDING & SAFETY DEPT. 11DTTLXE, R98109 UE 250 seArnE, WA 9a1og APPROVED FOR CONSTRUCTION G. Marking orae over conduit: PLANS PREPARED BY: A 0.111 -sr ""Install 2' line guard 111 rope, red in colorvdth blasts letledng 'CAUTION 6URtall ELECTRIC LINE BELOW Soo Standard 10051 DATE BY carts/a B. Caitrectorvdll InstallInstalla caution tape 17 above die power ducls.I532 I engineering Srndard 100.61 _ serviaeS 7. Secondarvoullbox: PRESCOTT COMMUNICATIONS INC. Secondary pultocins mist be M shmm on the davings. Seance secondary puehox utilized In all Imperial Irrigation District secondary 10640 Sepulveda Blvd. Suite 1, Mission tells, CA 91345 con'stadian. Rekrenm Smndordiam-fet.tl Phone No.: (818)898-2352 Fax ND.: (818)898-9186 B. Copperweld around rods 818" x 10': C.E.S. PROJECT NO.: A To comply will Genal Order 128. ride 21.5-0, thelcnuaclar,b required to proNda and risme• a minimum ofhvo(2) 50 x 1P Coppe ftf gmmd rods 76000500'15 hall be instilled al each trashxmm pad and junction pad, and prtnary' vault. titers Smndarde fn ec for deta(II' R. Th. developer vM be rnpehsibla for drMrg any and all ground ads in the C.E.S. DWG. N0, NPN12052 system pea ts a ant trench. This Will be predemmined and completed REVISIONS: before IID construction revs arrive on the job. e ""r"e J V C. T-hand padgrounding: 1 08-21-12 PRELIMINARY a° VH Single phase transformer reference Standard 190.2.190.21 try Thee phase transfommr reference Standard 190.3.190.31 J H Single phase 6actc, remre or, Smndald 190.4-190.41 Thee phase sector reference Standard 190.3-t 90.51 REMOVE PULLBOX VH 9. Guardonsts: 2 08-29-12 PER POWER MEET °C VH A Gus4posts shoe be4- dmrneter CD FINAL JH pipe schedule 40 black Edd io0ed skrJ, cess panredhigh visfplrtyyanmr. 3 10-09-12 ADDED METER VH a VH See Standard 181.6 for -.pate fd-datienrequtcmerits and Word ADDRESS location of posh around IID equipment JH owrrzR oc ac SHEET NUMBER: SCALE: 1 10 OF 10 N.T.S.