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19324 67th Ave Ne_BLD7045_2026
March 23, 2026 AORTHWEST rencm 000 ***BID***BID***BID***BID***BID***BID***BID***BID***BID*** To: Dino Forbes RE: 19324 67 ave NE. Arlington, WA. From: Dave Anderson Furnish and install approximately 207 lineal feet of chain link fence. To include: • 6' 11 ga chain link fabric • ASTM F1043 Heavy Industrail Fence Framework 0 2 3/8 Terminals 0 1 7/8 Line Posts 0 Top and Bottom 7ga 0 3 Strands of Barbed Wire at 45 degrees 0 2 each 48" opening personnel gates 0 2 each Dual Head Stanchions ■ Equipment boxes by others ■ Conduit from Inbound/Outbound Stanchions to operator is included. ■ All access control equipment and installation by others 0 1 each Autogate 24' x 6' C/L 300 Vertical Pivot Gate ■ 2 each Loop Detectors ■ 2 each 6' x 20' Direct Bury Loops $63,801.00 .Clarification: Power needs to be brought to the outside of the building in close proximity to the operator location. Conduit and power runs by others unless specifically included above. Excludes all access control, cameras and associated items and labor to install them. EXCLUSIONS: Sales Tax Painting/Staining Excavation of Solid Rock Hand Digging In Event of Utilities Conflict Bond, Permit, Clearing, Temporary Fencing Removal and Disposal of existing fence Mowstrip, Concrete Coring Staking & Marking for Utility Locate, Off Site Disposal of Posthole Soil Survey, Locating Private Utilities Grading, Grounding Pollution Liability Insurance Stamped Engineered Fence Drawings Barrier Gates Price is good for 10 days. Northwest Fence Company 4321 N Barker Rd. (509)928-8084 Spokane Valley, WA 99027 1 CHAIN LINK FABRIC. TOP- O.D. • - 1.84 lbs.per foot.Top rail 21' in length,joined with 1 5/8" LINE•. O.D. - 2.28 lbs.per foot.Line posts set 1 O'on center maximum spacing. _*11/^�111��111��1►'111,I�r111�r►'1/11►1`1111r'1/1�►�1�1�r'11��►'�111�r/11�V'11� /r1�1�/► TERMINAL-• • . - — >♦�111���111��111��111��111��111��111���1� ♦�1♦ per BRACING:Terminal posts braced to 11���11���11���11����1�.�.�1� ►��11 ►���1�1�1�1 �1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�111,���.�1�1�1� _ ►i�i�i1111��i1111��i�i11��i1.�'�1��i1�1�1� • ,TENSION WIRE:7 GA.COMMERCIAL COIL .. I IMMUNE MINE 11 MA,W1 WE LVAI TENSION WIRE attached to top and bottom li�ii� �i�i�ilili�i�i�ilili�i�i�ilile �i�ilili offence• RING spaced 24"on Wift�� .e 1���� 1��,1 ���1�������������������������1�� ii�i�: III III i1MALML%i�i1i1i1i�i�ilili� BARBED►�1�1�1�111�1�1�1�1�1'� �1� �111�1�1�1�11111�1�1�1�111�1�1�1�111�1�1�1�111� CLASS III BARB WIRE on 45.. PRESSED STEEL BARB WIRE ARM. ►�1�1�1111111�1�1�G�1/1�1�1111111�1�1�111�111�� .1��1�1�1111111�1�1111111�1�11111� ��1�1111 111— WA INA FITTINGS:HEAVY BRACE ILWI 17A OVA OR _ ►�����1�111�1�0�1�111�1�1�1�1�1�1���1�1�1�1�1�1�1�1���.����1111�1�1�111�1�1�1�1�1� ��1�1�1� BOLT, _ •STEEL ►�1�1�111�G11�1�1111111�1�1111111�1�1111111�1�1�111111111���!.���1111111�1�11111� ��111111 D,45 Deg.PRESSED 1.111111� /111♦ �������� BARB WIRE ARM,PRESSED STEEL CAP, ' BOLT.STANDARD TENSION BAND&CARRIAGE TIE WIRE:6 1/2"9 GA.ALUMINUM TIE • • • - - • WIRE spaced 15"on center for line posts&24"on center for rails. •- • - - i......................• ♦.....< lip.••..••...••..••...••.� �' � TFI International SPOKANE VALLEY, WA i.••..••...••..••...••.♦ •.••..i i.••..••...••..••...••.♦ i • • LINE OF FENCE D 1 1 1 • InternationalFile: TFI 48" FABRIC:72"11 GA.GBW(2")BK r CHAIN LINK FABRIC. 44" BRACING:Terminal posts braced to the nearest line post with 1 5/8" O.D.SS-40 PIPE. GATES:Framework of 1 5/8"SS-40 PIPE,1.84 lbs.per foot.Gates " braced and trussed as necessary. 12" Same fabric as fence.Barbed wire included on all gates. GATE POST:2 3/8"O.D.SS-40 PIPE, 3.121bs.per foot. BARBED WIRE:3 strands of 4 PT. CLASS III BARB WIRE on 45 Deg. PRESSED STEEL BARB WIRE ARM. FITTINGS:HEAVY BRACE BAND& CARRIAGE BOLT,PRESSED STEEL RAIL-END,45 Deg.PRESSED STEEL 72" BARB WIRE ARM,PRESSED STEEL CAP, STEEL 3/16"X 3/4"TENSION BAR, STANDARD TENSION BAND&CARRIAGE BOLT. TIE WIRE:6 1/2"9 GA.ALUMINUM TIE WIRE spaced 15"on center for line posts&24"on center for rails. 36" 36" 10" 10" NORTHWEST FENCE CO.,INC. TFI International fence E. 14909 SPRAGUE AVENUE SPOKANE VALLEY, WA SPOKANE VALLEY, WA 99216 (509) 928-8084 L4' S:1NG:LE GATE, 1 5/8" SS-40 PIPE FRAME Drawn: 03/10/2026 File: TFI International fence SPECIFICATIONSI VERTICAL PIVOT GATE SYSTEM TM N General Information GenesiSTM Control Boar. UL 325 7th Ed. Listed &CAN/CSA C22.2 No.247-14 Listed Solid State coated programmable control board in an NEMA 4 Rated for Continuous Duty Cycling electrical enclosure. (Tested to—40° F) Power Supply Options:120VAC-Single Phase, 20 Amp Service. Security Breach Protection: Built in 24V brake when A/C or 240VAC—Single Phase, 20 Amp Service. Solar. Note: Infrared battery is present. Optional internal locking Solenoid Heater requires an additional 15 Amp Service. mechanism. Batteries&Charging System: Built-in Battery Backup. Two Monitored Inputs:Open-2 inputs, Close-2 inputs with an (2) 12v Batteries Required (Field Supplied). Recommended additional programmable inputs for Open or Close. Batteries: Group 24,Sealed Marine Starting. Gate Limit/Position Sensor(LPS): Combined Type"A" Programmable Inputs,Outputs,&Relays: The board has 2 Entrapment protection. Open and Close Limit Position. programmable inputs, 2 programmable outputs,and 2 built in relays for configuration and integration. Open/Closing Speed:8-10 seconds Std. Oversized (heavy Control Wiring: 16& 18 Ga.Single conductor. Copper with or highly customized)gate speed of 12-15. electronic compression terminals tin-plated for max corrosion Shipping Weight: Typical VPG2490 Operator with 6' high x 20' prevention. long picket style gate= 1,500- 1,800 lbs. Dual Gate Operation: Programing allows for dual gate operation and Sally-Port configuration. Warranty: Residential (5 years), Industrial/Commercial (3 years)from date of shipment on manufactured components Delayed Closing: Programmable from 0-90 seconds. workmanship. Purchased components and accessories are covered under their respective warranties. (See full warranty Preemptive Signal outputs: 1-5 seconds before gate moves. for details) Optional Accessories: Solar Panels,Gear Motor Heater, Extreme Cold Package, MUTCD Reflective Tape, LED Warning lights,Audible Devices,and Emergency Access Systems. (SOS, Gate Construction Opticom,Click to Enter, Key Box/Switch,etc.) Transport Maintenance Pin(T/M): used for transport, Fabricated to ASTM F2200-20 Standard. maintenance to negate movement of gate panel). Gate Construction: 10'-20'-2"Sq., 11 Ga. (.120)Steel Tubing. Over 20'-2 1/2"Sq., 7 Ga. (.187)Aluminum Tubing. Motor& Drive System Gate Lengths: 10'-25' (Consult factor for over 25') RAID(Right Angle Drive): 1/2 HP,Gear Type, Right Angle Gate Heights:4'-8'from pad grade. Consult factory for gates Locking Worm Drive. Equipped with disengage lever for Man- over 8' high as they require special crating and freight ual Operation. arrangements. Multi Belt/High torque dual reduction system, Counter Picket Construction:Steel-3/4"Sq. 18 Ga.Galvanized Tubing Balanced for smooth operation. is standard, 1" 16 Ga.available. Aluminum-3/4"Sq. 1/8" wall is standard, 1" 1/8"wall available. Note:Contact factory for special sizes,spacing,and custom materials. • _ Chain Link Construction: 2 3/8"Sch.40,20&2"x.065"Galy. Steel Tubing 9 Ga.Galy. Fabric. (12' up to 22') 2 3/8"Sch. 80, Construction: Frame-2"Sq., 11 Ga. (.120). Mounting pads— 40&2"x 1/8" 6061 Alum.Tubing 9 Ga. Alum Fabric. (over 22' Corten Steel. Skins- 18 Ga. Galvanneal. to 25'). Wind Bracing:Cable-75 mph design, 1/4"coated aircraft Gate Mounting Hardware: 304 Stainless Steel. cable(16' 20 gates). Rigid Masted -Gates over 20'or certain heights and materials. Compliant with IBC Section 1609.6 Simplified Wind Load Method for 90 mph wind loading and Operator size: 68"Length, 53" Height,30"Width. the 150 mph hurricane wind loading. Paint: Spray applied colors are Commercial Coating 2-part Paint:Standard Color- Black, powder coated. Spray applied High Solids Polyurethane. Standard Spray Colors: Black, colors are Commercial Coating 2-part High Solids White, Brown,Green,and Gray. Custom colors available. Polyurethane. Standard Spray Colors: White, Brown,Green, Powder coating available: Max length of 25'and max height and Gray. Custom colors available. 1 of 7'. AutoGate, Inc. 7306 Driver Rd., Berlin Heights OH 44814 (800)944-4283 www.AutoGate.com March 30,2022 LEFTHAND - VERTICAL PIVOT GATE (VPG) RIGHTHAND - VERTICAL PIVOT GATE (VPG) FACE OF OPERATOR TO FACE OF YOKE(CLEAR OPENING)VARIES FACE OF OPERATOR TO FACE OF YOKE(CLEAR OPENING)VARIES 3"SETBACK(MIN.) PUBLIC SIDE PUBLIC SIDE 3"SETBACK(MIN.) —T T- 18" 18" 48" L.H. OPERATOR L / R.H. OPERATOR 48" WIND BRACING STYLE"E"YOKE SHOWN STYLE"E"YOKE SHOWN WIND BRACING J 8"SETBACK(6"MIN.)— PRIVATE SIDE PRIVATE SIDE 8"SETBACK(13"MIN.) F�84" r PAD TO PAD WILL VARY WITH GATE LENGTH 13" 13" PAD TO PAD WILL VARY WITH GATE LENGTH r 84" —i (MAY ALSO BE VIEWED AS CLEAR OPENING) (MAY ALSO BE VIEWED AS CLEAR OPENING) PLAN VIEW PLAN VIEW BARB WIRE SHOWN LENGTH VARIES LENGTH VARIES BARB WIRE SHOWN (FLAT TOP AVAILABLE) (FLAT TOP AVAILABLE) CHAINLINK FABRIC CHAINLINK FABRIC GATE GUARD GATE GUARD HEIGHT HEIGHT VARIES VARIES Izz XX I BELOW L GRADE/PAD LEVEL 5"ABOVE GRADE(TYP.) I I 5"ABOVE GRADE(TYP.) GRADE/PAD LEVEL 1. BELOW FROST 1 3"WITH MILLER EDGE �I I 3"WITH MILLER EDGE I I FROST LEVEL I CONIC. OPER. PAD 1 I CONC. OPER. PAD LEVEL (T MIN.) I L CONCRETE YOKE PAD I I I I CONCRETE YOKE PAD I (T MIN.) � —=----------� L_J L_J ------------J� ELEVATION VIEW ELEVATION VIEW VIEWED FROM PRIVATE SIDE VIEWED FROM PRIVATE SIDE NOTES: 1)ALL OF OUR GATES ARE TYPICALLY DRAWN FROM THE PRIVATE SIDE LOOKING OUT. 2)LENGTH AND HEIGHT VARIES,CONSULT WITH AUTOGATE SALES FOR MORE INFORMATION. 3)SHOWN WITH STANDARD 5'STYLE"E"YOKE. SEE DRAWING#105 FOR YOKE STYLES. 4)CONTOURS AND CURBS WILL REQUIRE CUSTOM DRAWINGS.(CONSULT WITH AUTOGATE). NOTICE Date: 4/19/07 AutoGate THE INFORMATION CONTAINEDArm ON THIS DOCUMENT IS Drn.B Gate Entry Systems �0 NOT SCALE CONFIDENTIAL.ANY y MKS DISSEMINATION,UNAPPROVED XT Berlin Heights,Ohio Rev.: Description: Date: Drn.By: Ckd.By: DISCLOSURE ORATION IS OF Ckd. By: DMRA&M FAX(419)588-3514 THIS INFORMATION IS C COMBINED LEFT AND RIGHT HAND GATES ON ONE PRINT 07/20/16 MKS KAY STRICTLY PROHIBITED DW 300 Chainlink VPG UNLESS OTHERWISE SPECIFIED g B VPG WAS VPL&INCREASED BARRIER SCREEN COVERAGE 04/29/15 MKS DMR DIMENSIONS ARE IN INCHES ANGLES±1° Title: 300 Chainlink Vertical Pivot Gate (VPG) A UPDATED PRINT-OPERATOR SHOWN MORE ACCURATELY 03/04/13 SLID MKS X/X±1/32,.XX±.01,.XXX±.005 MKS 07/20/16 autogateinc.local\shares\Users\bfritz2\Desktop\CAD-DETAILS\300 Chainlink VPG.dwg 32" REF. 32" REF. 68" REF. 68" REF. 28" REF. 28" REF. TIE (9x) TIE (13x) OPTION #1: REBAR ARRANGEMENT OPTION #2: (SECURELY WIRE TIE ALL REBAR ARRANGEMENT 9 INTERSECTING POINTS) 12" REF. (SECURELY WIRE TIE ALL TYP. 13 INTERSECTING POINTS) \�48" 48" 84" �, 10"to 12"TOP 84„ PAD THICKNESS BELOW LOCAL — IIII BELOW FROST V LOCAL DEPTH ��� FROSTDEPT (3' MIN.) -- OPTION: (3' M NH) UCENTER COLUMN OPTION #1: 012"TYP. (4)or(5)MIN. 12"AUGURED HOLES, OPTION #2: WITH WIRE TIED RE-BAR,ON 10"TO 12"TOP PAD FULL CONCRETE PAD WITH TIED RE-BAR WHERE APPLICABLE PER GOVERNING CODE OR STANDARD. NOTES: 1) ALL PAD DEPTHS SHOULD BE BELOW LOCAL FROST DEPTH 2) TOP OF PAD MUST BE FLAT AND LEVEL 3) USE REBAR THAT CONFORMS WITH LOCAL CODES OR JOB SPECS. 4) REBAR MUST BE INSTALLED 6"-8"BELOW TOP SURFACE. 5) CONCRETE COMPRESSIVE STRENGTH MINIMUM 3000 PSI. NOTICE Date: 12/21/05 AutoGate 5) DRAWING IS FOR REFERENCE ONLY,SUPERCEDED BY LOCAL AND SITE GOVERNING CODES THE INFORMATION CONTAINED ON THIS DOCUMENT IS Drn.6 Gate Entry Systems D0 NOT SCALE CONFIDENTIAL.ANY y' M KS DISSEMINATION,UNAPPROVED Berlin Heights,Ohio Rev.: Description: Date: Drn.By: Ckd.By: D1sTSUPYWGOF Ckd.By: DMR FAX(419)588-3514 THIS INFORMATION IS C ENHANCED REBAR DETAIL 11/5/15 KAY DMR STRICTLY PROHIBITED UNLESS OTHERWISE SPECIFIED D`"g.: 102-P B 10"TO 12"PAD THICKNESS WAS 8"TO 10" 01/24/13 SLID KILL DIMENSIONS ARE IN INCHES ANGLES ±1° Title: Operator PAD Layout/Options A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 MKS DMR x/x±1/3z,.xx±.0l,.xxx±.005 KAY 11/5/15 C:\USERS\BFRITZ2\DESKTOP\102-P PAD LAYOUTOWG LEFTHAND OPERATOR CONDUIT LOCATION / STUB-UP ON OUTSIDE OF OPERATOR PAD. (STUB OUT CONDUITS 12") 3" MIN. SETBACK PUBLIC SIDE 1 9 1/2" o REF. °o CENTER LINE 4811 1211 o LEFTHAND OPERATOR OF GATE io -------------------------------------------------------------------- 411 0 0 to 18 1/2" 8" SETBACK (6" MIN.) 8411 * NOTE: USE 3/4" CONDUIT ONLY PRIVATE/SECURED SIDE POSSIBLE CONDUITS * 120 VAC, MIN. 15 AMP CIRCUIT * FREE EXIT LOOP * "ENTRANCE° KEYPAD * OFFICE COMMUNICATION * "EXIT" KEYPAD * IFR BEAM POWER * REVERSING/SAFETY LOOPS *OPTIONAL SPARES NOTICE Date: 12/07/05 AutoGate THE INFORMATION CONTAINED ON THIS DOCUMENT IS Drn.B a Gate Entry Systems DO NOT SCALE CONFIDENTIAL ANY Y MKS DISSEMINATION,UNAPPROVED Berlin Heights,Ohio Rev.: Description: Date: Drn.By: Ckd.BY: DISCLOSURE OR COPYING OF Ckd.BY: DMR FAX(419)588-3514 THIS INFORMATION IS C LEFTHAND OPERATOR WAS VPL OPERATOR 04/29/15 MKS KAY SnucTLY PROHIBITED Dwg: 102C-L UNLESS OTHERWISE SPECIFIED B UPDATED DRAWING 01/23/13 SLIDDMR DIMENSIONS ARE IN INCHES ANGLES±V Title: Conduit Pad Location (Lefthand) A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 1 MKS DMR X/X t 1/32,.XX t.01,.XXX t.005 MKS 04/29/15 EAAUTOCAD DRAWINGS\AUXILIARY-STD LAYOUTS-SITE PRINTS\STANDARD VPL DRAWINGS\102C-L CONDUIT PAD LOCATION LH.DWG RIGHTHAND OPERATOR CONDUIT LOCATION / STUB-UP ON OUTSIDE OF OPERATOR PAD. (STUB OUT CONDUITS 12") PUBLIC SIDE 3" MIN. SETBACK 9 1/2" REF. 13-- — -B 0- — — — — — — — — CENTER LINE J 0 OF GATE RIGHTHAND OPERATOR o 12" 48�� 0 0 0 4" 18 1/2" 8" SETBACK (6" MIN.) 8411 PRIVATE/SECURED SIDE * NOTE: TYP 3/4" CONDUIT POSSIBLE CONDUITS * 120 VAC, MIN. 15 AMP CIRCUIT * FREE EXIT LOOP * "ENTRANCE" KEYPAD * OFFICE COMMUNICATION * "EXIT" KEYPAD * IFR BEAM POWER * REVERSING/SAFETY LOOPS * OPTIONAL SPARES NOTICE Date: 12/07/05 AutoGate THE INFORMATION CONTAINED ON THIS DOCUMENT IS Drn.B Gate Entry Systems DO N0T SCALE CONFIDENTIAL.ANY y: MKS DISSEMINATION,UNAPPROVED Berlin Heights,Ohio Rev.: Description: Date: Drn.By: Ckd.By: DISCLOSURE OR COPYING OF Ckd.By: DMRIr FAX(419)588-3514 THIS MFORMATION IS C RIGHTHAND OPERATOR WAS VPL OPERATOR 04/29/15 MKS I KAY sTIUCTLYPROHIBITED UNLESS OTHERWISE SPECIFIED D`"9 102C-R B UPDATED PRINT 1/24/13 SLD I DMR DIMENSIONS ARE IN INCHES A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 MKS DMR XIX t 1/32,.XX t.01,XXX t.005 ANGLES±. Title: Conduit Pad Location (Righthand) MKS 04/29/15 C:\USERS\BFRITZ2\DOCUMENTS\DOCUMENTS\AUTOGATE SPEC TECH AND VIDEO\STD VPL DWG DRAWINGS\102C-R CONDUIT PAD LOCATION RH.DWG LEFTHAND OPERATOR (RIGHT HAND IS MIROR IMAGE) PUBLIC SIDE 8411 - 67" - 3" MIN. SETBACK 8" SETBACK (6" MIN.) 9 1/2" REF. CENTER LINE 30" OF GATE 000 48" 0 LEFTHAND OPERATOR 0 ---1 0 i i REFER TO: DRAWING #102C-L TYP. MOUNTING HOLE FOR CONDUIT LOCATIONS PRIVATE/SECURED SIDE NOTES: 1) PAD DIMENSIONS CAN VARY PER SITE 2) LEAVE AT LEAST 3" BETWEEN ANCHOR AND EDGE OF PAD 3) ALL PADS MUST BE POURED LEVEL AND BELOW LOCAL FROST LINE DEPTH NOTICE Date: 12/07/05 AutoGate DO NOT SCALE THE INFORMATION CONTAINED ON THIS DOCUMENT IS Drn.BY MKS C. r Gate Entry Systems Rev.: Description: Date: DfH.By: ekd.By: CONFIDENTIAL.ANYDISSEMINATION,UNAPPROVED Belin Heights,Ohio D LEFTHAND OPERATOR WAS VPL OPERATOR 04/29/15 MKS KAY DISCLOSURE OR COPYING OF Ckd.By: DMR P. FAX(419)588-3514 THIS INFORMATION IS C UPDATED PRINT 1/23/13 SLID DMR STRICTLY PROHIBITED UNLESS OTHERWISE SPECIFIED Dwg.: 102-L B REMOVED"STUB CONDUITS UNDER OPERATOR WHEN POSSIBLE"NOTE 02/04/10 MKS DMR DIMENSIONS ARE IN INCHES A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 MKS DMR X/Xt 1/32AXX±.01 'XXXi.005 Tile: Standard Pad Layout(Lefthand) MKS 04/29/15 E:\AUTOCAD DRAWINGS\AUXILIARY-STD LAYOUTS-SITE PRINTS\STANDARD VPL DRAWINGS\102-L STANDARD PAD LAYOUT LH.DWG RIGHTHAND OPERATOR PUBLIC SIDE 8411 - 67" - 8" SETBACK (6" MIN.) 3" MIN. SETBACK 91/2' REF. 0 --71,--------------------- ---------- ---------- ----------------------- 30" CENTER LINE 0 0 OF GATE 0 0 RIGHTHAND OPERATOR 4811 0 l ------------------------------------------------------------------------------ r 0 TYP. MOUNTING HOLE REFER TO: DRAWING #102C-R FOR CONDUIT LOCATIONS PRIVATE/SECURED SIDE NOTES: 1) PAD DIMENSIONS CAN VARY PER SITE 2) LEAVE AT LEAST 3" BETWEEN ANCHOR AND EDGE OF PAD 3) ALL PADS MUST BE POURED LEVEL AND BELOW LOCAL FROST LINE DEPTH NOTICE Date: 12/07/05 AutoGate DO NOT SCALE THE INFORMATION CONTAINED ON THIS DOCUMENT IS DEE.B ' Gate Entry Systems Rev.: Description: Date: Drn.By: Ckd.By: CONFIDENTIAL.ANY Y MKS DISSEMINATION.UNAPPROVED Beflin Heighl5,Ohio D RIGHTHAND OPERATOR WAS VPL OPERATOR 04/29/15 MKS KAY DrsCLosuRe oR corYrnc of Ckd.By: DMR FAx(419)588-3514 THIS INFORMATION IS C UPDATED DRAWING 1/24/13 SLID DMR STRICTLY PROHIBITED UNLESS OTHERWISE SPECIFIED DW9" 102-R B REMOVED"STUB CONDUITS UNDER OPERATOR WHEN POSSIBLE"NOTE 02/04/10 MKS DMR DIMENSIONS ARE IN INCHES A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 MKS DMR x0(IV32,4XX±.0NGLES1,xxxt.005 Title: Standard Pad Layout(Righthand) MKS 04/29/15 E:\AUTOCAD DRAWINGSWUXILIARY-STD LAYOUTS-SITE PRINTS\STANDARD VPL DRAWINGS\102-R STANDARD PAD LAYOUT RH.DWG FLEX CONDUIT- TO THE SIDE OR BOTTOM OF BOX _ --- NOTE: CD , O FOR 24V CONTROL BOARD WIRING DIAGRAM,SEE:DWG#113 NUMBER OF CONDUITS VARY PER JOB SITE MOTOR BATTERIES i i I � I � I � I � I � I � I � I � I � I � BRING THE CONDUITS THROUGH SIDE OF OPERATOR,BELOW BATTERY TRAY BUT ABOVE THE TOP OF THE SPRINGS i li i BATTERY TRAY --- --------------- BATTERY TRAY 1 o CONDUIITS 120 VAC,15A Outlet&Switch FLEX CONDUIT- U J -' oo CONNECTED TO FLEX CONDUIT o,,o 0 - - - - THE BOTTOM OR I � THE SIDE OF BOX UNI-STRUTS ENCLOSURE BOX (OPTIONAL) SpRINC,S CONTROL BOX 1 i i I r 1 i 1 I I I 1 I i i 1 1 I II I r 1 Ll I I I I II II II III I I I III I I I I I I III I CONDUITS UNDERGROUND III I I I I I I III I MUST BE AT A DEPTH THAT III I I I I I I III FOLLOWS LOCAL CODES. III I I I I I II II II III I I III I I I I I II II II III I I I III I I I I I II II II III I I I III I I I I I II II II III I I I III I I I II II II III 1 1 I // I LJ ��������� LJ --'/�� LJ NOTICE Date: 12/07/12 AutoGate THE INFORMATION CONTAINED ON THIS DOCUMENT IS Dr.B ' Gate Entry Systems DO NOT SCALE CONFIDENTIAL ANY Y MKS DISSEMINATION,UNAPPROVED Berlin Heights,Ohio Rev.No.: Revisions: Date: DTSCLOSURE OR COPYING OF Ckd.By: EGS FAX(419)588-3514 THIS INFORMATION IS STRICTLY PROHIBITED UNLESS OTHERWISE SPECIFIED DWg.. DIMENSIONS ARE IN INCHES ANGLES±I° Title: X/X±1/3z.XX±.01,.XXX±.005 3.35 12" O B 2.32 .28 El 0 3.39 P0 - O 01 .81 DETAIL B 64" 42" 0 1 .81 6.44 4.88 2.94 3 NOTES: DETAIL A 4 1 . 1/2" 0 MOUNTING HARDWARE IS RECOMMENDED OHO FOR 5X5 BASEPLATE MODELS. L-BOLT-500, STUD- ANCHOR-500. 0 O A2. 5/8" 0 MOUNTING HARDWARE IS RECOMMENDED FOR 8X8 AND 12X12 BASEPLATE MODELS. L-BOLT- 625, STUD-ANCHOR-625 O UNLESS OTHERWISE SPECIFIED: NAME DATE TITLE: H DIMENSIONS ARE IN INCHES DRAWN TOLERANCES: INSTALLATION G FRACTIONAL 1/32 CHECKED d ANGULAR:±2° PROPRIETARY AND CONFIDENTIAL SIZE PART NO. REV TWO PLACE DECIMAL ±0.010 THE INFORMATION CONTAINED IN THIS \,' THREE PLACE DECIMAL ±0.005 DRAWING IS THE SOLE PROPERTY OF Thursday October 25, PEDESTALPRO.COM PEDESTALPROLLC. ANY REPRODUCTION 2018 2:57:46 PM A 64-9C-DSP A INTERPRET GEOMETRIC IN PART OR AS A WHOLE WITHOUT THE 1-800-660-3072 TOLERANCING PER: WRITTEN PERMISSION OF PEDESTALPRO LLC ASME Y14.5-2009 IS PROHIBITED. WEIGHT: NO SCALE SHEET 1 OF 3 ITEM NO. PART NUMBER DESCRIPTION QTY. 1 64-9C-DSP 2x2 STEEL TUBE 1 2 BASE PLATE 8 181 8" STANDARD BASE PLATE 1 3 COVER PLATE 8 2125 8" STANDARD COVER PLATE 1 4 FACE PLATE 4 4" STANDARD FACE PLATE 2 5 -- 1/4-20 X .50 ZINC PL CARRIAGE BOLT 4 6 -- 1/4-20 ZINC PL HEX NUT 4 4 1 NOTES: 1 . BUTT WELDED SECTIONS ARE NOT ALLOWED, EACH SECTION OF TUBE MUST BE FROM CONTINUOUS STOCK. 2. ALL WELDS ARE TO BE CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE. 3. SEE STANDARD PREPARATION AND COATING INSTRUCTIONS FOR 3 COATING PROCEDURE AND COLOR. 4. FASTENERS ARE TO BE BAGGED AND SHIPPED WITH PEDESTAL. 5. SEE STANDARD PACKAGING INSTUCTIONS FOR PACKAGING PROCEDURE. 2 �0� v UNLESS OTHERWISE SPECIFIED: NAME DATE TITLE: DIMENSIONS ARE IN INCHES DRAWN ASSEMBLY un TOLERANCES: III FRACTIONAL±1/32 CHECKED LU ANGULAR:±2` PROPRIETARY AND CONFIDENTIAL SIZE PART NO. REV TWO PLACE DECIMAL ±0.010 THE INFORMATION CONTAINED IN THIS THREE PLACE DECIMAL ±0.005 DRAWING IS THE SOLE PROPERTY OF Thursday, October 25, PEDESTALPRO.COM PEDESTALPROLLC.ANY REPRODUCTION 2018 2:57:46 PM A 64-9C-DSP A INTERPRET GEOMETRIC IN PART OR AS A WHOLE WITHOUT THE 1-800-660-3072 TOLERANCING PER: WRITTEN PERMISSION OF PEDESTALPRO LLC ASME Y 14.5-2009 IS PROHIBITED. WEIGHT: NO SCALE SHEET 2 OF 3 /4'0000 RAE R E N D A & E PLH PREFORMED LOOP DESIGNED TO BE OVERLAID OR EMBEDDED Overview The Model PLH Preformed Loop is a prefabricated loop/ lead-in assembly designed _ to be overlaid with hot asphalt or embedded in concrete. Each component of the PLH (loop cable, lead-in cable, and splice enclosure) is designed to maximize durability, minimize water penetration, and maintain a flexible form that is easy to install and handle. The low profile loop cable and lead-in cable are 0.360" outside diameter (O.D.) to resist the effects of reflective cracking that can occur in asphalt. Wire insulation and cable jackets Designed to be overlaid with hot are constructed with the optimal thickness of asphalt Cross-linked Polyethylene (XLPE) necessary to ensure a long, trouble free life. XLPE insulation provides excellent thermal, electrical, and Cables are flexible for easy physical properties and is recognized for handling and installation its outstanding resistance to moisture and chemicals. Can be configured to any loop Ordering Information: geometry Model PLH-XX-XX-QXX All insulation is Crossed-linked Quadrupole Loop Center Polyethylene (XLPE) Leg Length (feet) Blank = Conventional Loop Lead-in Cable Length (feet) Cables are filled with water block Loop Perimeter (feet) gel to prevent water penetration Model PLH-XX-XX-QXX-A also available with Lead-in Cable perpendicular to Loop Cable. Optional: Corner Brackets p/n 428-0020-00 Support Tee p/n 417-0000-01 /1RAE 4655 Aircenter Circle,Reno,Nevada USA 89502 +1.775.826.2020 RENOAE.COM RENO A & E PLH Specifications Loop Cable - Double Jacketed, Four Conductor Lead-in Cable - Double Jacketed, Two Conductor 0.360" nominal O.D. 0.360" nominal O.D. r Outer Jacket-0.035"(nominal)XLPE Outer Jacket-0.035"(nominal)XLPE Inner Jacket-0.040"(nominal)XLPE Inner Jacket-0.040"(nominal)XLPE 00 Moisture Resistant,Mylar Binder Tape OW Moisture Resistant,Mylar Binder Tape O Water Block Gel Water Block Gel 0.020"(nominal)XLPE Insulation 0.020"(nominal)XLPE Insulation Conductor-18 AWG Stranded Tinned Conductor-16 AWG Stranded Tinned PLH Installation Instructions Loop Cable Optional ? Splice Lead-in Corner Loop Enclosure Cable Loop Bracket Cable � Cable Mastic Tape q� or Support Tee Optional Lead-in Lead-in Tee/Rebar Mastic Splice Cable Support Splice Cable Tape Enclosure Enclosure / � I ""A"Configuration k4z� Asphalt Overlay Poured Concrete Asphalt Overlay 1. Place the PLH Preformed Loop in the proper position and orientation on the asphalt base lift. 2. Route the lead-in cable to the desired termination point. 3. Cut the fiberglass backed mastic tape (included with the PLH) into 2" x 4" or 3" x 4" strips. Use the mastic tape (and optional corner brackets) to hold the loop and lead-in cable in place. 4. Place a minimum of 1 inch of asphalt over the loop before any heavy equipment (paver) contacts the loop cables. 5. Apply the top lift. Poured Concrete 1. Place the PLH Preformed Loop in the proper position and orientation on top of the concrete reinforcing steel. 2. Route the lead-in cable to the desired termination point. 3. Use Reno A&E Support Tees p/n 417-0000-01. Cut an equal number of lengths of 3/8" rebar. 4. Use the tees, rebar, and nylon cable ties to hold the loop cable in place at least 2" above the concrete reinforcing steel. See Figure 1. The lead-in cable can be tied directly to the concrete reinforcing steel. 5. Pour the concrete making certain not to disturb the loop cable. Notes: 1. The rebar should be cut long enough to allow it to be driven firmly into the ground to hold the tee securely at the correct height above the concrete reinforcing steel. 2. Spacing of the Tee/rebar supports should be such that no more than 2 feet of cable is unsupported. 3. If the thickness of the concrete slab and/or the depth of the reinforcing steel below the top of the slab is such that the minimum dimensions shown in Figure 1 cannot be achieved, contact Technical Support at Reno A&E. Figure 1 i Top of slab Loop cable 1"Minimum Optional Support Tee Reno A&E p/n 417-0000-01 Cable ties 2"Minimum I IIIIIIIIIII IIIIIIIIIII Cut length Rebar of rebar - /O1RAE REND A & E Version # 551-3416-00 6/15/2017 © Copyright 2016, Reno A&E, LLC All Rights Reserved BUSINESS LICENSE STATE OF FM Issue Date: Apr 17, 2026 WASHINGTON Unified Business ID 600448905 Profit Corporation Business ID 001 Location: 0001 NORTHWEST FENCE COMPANY, INC. Expires: Aug 31, 2026 SPOKANE VALLEY WA 99027-9600 UNEMPLOYMENT INSURANCE -ACTIVE INDUSTRIAL INSURANCE -ACTIVE 4� MINOR WORK PERMIT-ACTIVE TAX REGISTRATION -ACTIVE 55 CITY/COUNTY ENDORSEMENTS: SPOKANE VALLEY GENERAL BUSINESS#01144 -ACTIVE EAST WENATCHEE GENERAL BUSINESS - NON-RESIDENT-ACTIVE WALLA WALLA GENERAL BUSINESS - NON-RESIDENT (EXPIRES 09/30/2026)-ACTIVE PASCO GENERAL BUSINESS - NON-RESIDENT#17628-ACTIVE DEER PARK GENERAL BUSINESS - NON-RESIDENT-ACTIVE KENNEWICK GENERAL BUSINESS - NON-RESIDENT (EXPIRES 09/30/2026)-ACTIVE LIBERTY LAKE GENERAL BUSINESS - NON-RESIDENT#00421 -ACTIVE PULLMAN GENERAL BUSINESS - NON-RESIDENT-ACTIVE EPHRATA GENERAL BUSINESS - NON-RESIDENT-ACTIVE SPOKANE GENERAL BUSINESS - NON-RESIDENT#T1 2008812BUS -ACTIVE MOSES LAKE GENERAL BUSINESS - NON-RESIDENT#BUS1 998-00140 -ACTIVE CASHMERE GENERAL BUSINESS - NON-RESIDENT-ACTIVE AIRWAY HEIGHTS GENERAL BUSINESS - NON-RESIDENT#2344-ACTIVE CHENEY GENERAL BUSINESS - NON-RESIDENT#BUS2010-254 -ACTIVE YAKIMA GENERAL BUSINESS - NON-RESIDENT-ACTIVE This document lists the registrations,endorsements, and licenses authorized for the business named above.By accepting this document,the licensee certifies the information on the application 7p ==ne,true,and accurate to the best of his or her knowledge,and that business will be compliance with all applicable Washington state,county,and city regulations. Director,Deparim -f Revenue STATE opwxo*/worow UB|: 6084489050810001 Expires: Aug 31. 2026 NORTHWEST FENCE COMPANY, UNEMPLOYMENT INSURANCE' INC. ACTIVE 4321w BARKER Ro INDUSTRIAL INSURANCE ACTIVE sPom*ms VALLEY vvA0000rfmoo MINOR WORK PERMIT'ACTIVE TAX REGISTRATION ACTIVE SPOKAms VALLEY GENERAL BUSINESS#n1144'ACTIVE EAST vvswATcHsEGENERAL oUG|msG8 NON-RESIDENT ACTIVE WALLA WALLA GENERAL BUSINESS NON-RESIDENT(EXPIRES oo/ao/xnun>'ACTIVE pwaco GENERAL BUSINESS wOw'REG|oEwT#1rOuo ACTIVE Department Revenue BUSINESS LICENSE STATE OF FM Issue Date: Apr 17, 2026 WASHINGTON Unified Business ID 600448905 Profit Corporation Business ID 001 Location: 0001 NORTHWEST FENCE COMPANY, INC. Expires: Aug 31, 2026 SPOKANE VALLEY WA 99027-9600 CITY/COUNTY ENDORSEMENTS: COLVILLE GENERAL BUSINESS - NON-RESIDENT#025741.0-ACTIVE 75 ZILLAH GENERAL BUSINESS - NON-RESIDENT#495-01 -ACTIVE ARLINGTON GENERAL BUSINESS - NON-RESIDENT (EXPIRES 04/30/2027)-ACTIVE FRANKLIN COUNTY GENERAL BUSINESS - NON-RESIDENT#5278 -ACTIVE DUTIES OF MINORS: Ages 16-17: WORK IN THE YARD OF NWF ;'J LICENSING RESTRICTIONS: It is the business's responsibility to comply with minor work permit requirements. See WAC 296-125-030 and WAC f"', 296-125-033 for Non-Agricultural and WAC 296-131-125 for Agricultural guidelines and restricted activities. Minors must be at least 16 years old to operate power lawnmowers, nylon string-style weed whackers, or leaf REGISTERED TRADE NAMES: NORTHWEST FENCE COMPANY, INC 12 This document lists the registrations,endorsements, and licenses authorized for the business named above.By accepting this document,the licensee certifies the information on the application 7p ==ne,true,and accurate to the best of his or her knowledge,and that business will be compliance with all applicable Washington state,county,and city regulations. Director,Deparim -f Revenue STATE opwxo*/worow UB|: 6084489050810001 Expires: Aug 31. 2026 NORTHWEST FENCE COMPANY, UNEMPLOYMENT INSURANCE' INC. ACTIVE 4321w BARKER Ro INDUSTRIAL INSURANCE ACTIVE sPom*ms VALLEY vvA0000rfmoo MINOR WORK PERMIT'ACTIVE TAX REGISTRATION ACTIVE SPOKAms VALLEY GENERAL BUSINESS#n1144'ACTIVE EAST vvswATcHsEGENERAL oUG|msG8 NON-RESIDENT ACTIVE WALLA WALLA GENERAL BUSINESS NON-RESIDENT(EXPIRES oo/ao/xnun>'ACTIVE pwaco GENERAL BUSINESS wOw'REG|oEwT#1rOuo ACTIVE Department Revenue IMPORTANT! PLEASE READ THE FOLLOWING INFORMATION CAREFULLY BEFORE POSTING THIS LICENSE General Information Endorsements Post this Business License in a visible location at your All endorsements should be renewed by the expiration place of business. date that appears on the front of this license to avoid any late fees. If you were issued a Business License previously, destroy the old one and post this one in its place. If there is no expiration date, the endorsements remain active as long as you continue required reporting. Tax Login to My DOR at dor.wa.gov if you need to make Registration, Unemployment Insurance, and Industrial changes to your business name, location, mailing Insurance endorsements require you to submit periodic address, telephone number, or business ownership. reports. Each agency will send you the necessary reporting forms and instructions. Telephone: 360-705-6741 For assistance or to request this document in an alternate format,visit http://business.wa.gov/BLS or call(360)705-6741.Teletype(TTY)users may use the Washington Relay Service by calling 711. BLS-700-107(07/27/20) Edit Invoice Invoice Details Invoice Number 26-0360 Billed To Samy Haddad Invoice Date 04/09/2026 Due On 04/09/2026 Collections Transfer Date Billing Address 19324 67th avenue,Arlington Phone 438 336 9700 Email shaddad@tfiintl.com Parcel Number 31051500400200 Unit ID Lot Number Payment For Permit Fees Case Type Permits Case Number 26-0275 Status Paid Confirm REVERSAL Status If you want to REVERSAL this invoice, set the status to REVERSAL above and also check this box. Invoice Notes Do not enter credit card numbers into this field Charges For The Invoice ($225.00) Fee Description Date Amount Fence Over Height DEFAULT FEE CHARGE April 9, 2026 $100.00 Processing/Technology DEFAULT FEE CHARGE April 9, 2026 $25.00 Inspection April 9, 2026 $75.00 State Surcharge - Commercial April 9, 2026 $25.00 Adjustments For The Invoice ($0.00) Adjusted Amount $225.00 Fee Credit Type Comments/Notes Fence Over Height ($100.00) Select Credit Type Processing/Technology ($25.00) Select Credit Type Inspection ($75.00) Select Credit Type State Surcharge - Commercial ($25.00) Select Credit Type Documents Upload a file Existing Documents Thumbnail File Name Di • Del () 1 2026040915_AII Mod ules-Customerinvoice.pdf (https://www.civicgov4.com/wa_arlington/uploads/invoices/2026040915_529_AlIModules- Customerinvoice.pdf) Payments For The Invoice ($225.00) Balance Amount $0.00 Payor Payment Amount Completed Receipt # Name Method Date Paid Paid Description By Number Merchai QQ CP Pay Credit/Debit April 21, 2026 $225.00 Payment Samy 529 52 (Samy Card Successful Haddad Haddad) 5ffd005( Payor Name Name Email Address myemail@civicplus.com Payor Address Address Phone Number Phone Number Payment Method Bank Check Merchant Code Or Payment ID (e.g Check#) 52a9e631-e925-46d1-b58f-5ffd00500959*21091J Receipt Number 1234 Description Do not enter credit card numbers into this field Amount Charged 225.00 Amount Paid Balance Due 0.00 Date Paid 08/05/2026 Save Invoice Cancel (https://www.civicgov4.com/wa_arlington/invoices) Print Menu Pay With Credit Card (/wa_arlington/portal/index.php?r=feePortalPayments/create&case_type=P&refer nce_r Copyright©2026 CivicPlus (http://www.civicgovcloud.com) 4Wortal Application - ftmflt p—eCammercial Miscellaneous $181.10 (https://www.civicgov4.com/wa arlington/parcels/edit/15569) Save Permit _ its/manage/) WOWN ti n/Checklist,please click here Site Address: 19324 67th ave NE,Arlingtor (https://www.civicgov4.com/wa_arlington/permits/edit/25) .� 4.com/wa_arlington/permits/edit/402) Record #374 of 374 Q Q Project Name: SFI Properties Inc P%Y� %luatidpnr. 63,801 ntractors Inspections Insurance Contacts Project Scope of Work: I New chainlink black vinyl fen Affidavits Certificates Fees Documents Related Permits Status Primary Contact: &Ot1Ws Forms Additional Fields O Architect O Engineer Contractor Ow r et ils LJ GneCK this box to pushback fields highlighted in blue borders to parent parcel/unit/floor Owicrr / me: Samy Rayan Haddad Office Email AdWkdsIsnJ shaddad@tfiintl.com Cel1AN�aeS 4383369700 Mailing Addr 6600 chemin cote saint franc Ci Montreal Stat© Quebec Zip: H34S 1 B7 OUIULA k urrenTuSe-- rc ' ancy classification r rchitedl4aiF*� O'f rt — . Email Addres Cell N50i Mailing Address: CityT State7E77777— Zip: Pm. . Nnmh,.r- Select Current Zoning Proposed Zoning Select Proposed Zoning Project Cost Project Value () Neighborhood Subdivision Flood Plain Commercial Field Select Property Type Description i Description of Work/ Current Use and Proposed Changes New chain link black vinyl fence Lot Information Click here auto-calculate area and coverage using provided lot dimensions. Lot Width Depth Total area of building and accessory structures (sq ft) Zoning District/ Map Number Total area of all man-made improvements (sq ft) Lot Area (sq ft) AC NaN Lot Coverage (%) Improved Coverage (%) General Notes Restrictions/Variances Lsave Permit FclonePermit Cancel (https://www.civicgov4.com/wa_arlington/permits/manage/) [Print Menu (https://www.civicgov4.com/wa_arlington/permits/edit/25) (https://www.civicgov4.com/wa_arlington/permits/edit/402) Record #374 of 374 0 Q Copyright©2026 CivicPlus (http://www.civicgovcloud.com) COMMERCIAL MISCELLANEOUS PERMIT APPLICATION For Instruction/Checklist,please click here Site Address: 19324 67th ave NE,Arlingtor Project Name: I SFI Properties Inc Project Valuation: 63,801 Project Scope of Work: New chainlink black vinyl fen Primary Contact: Owner Architect Engineer Contractor Owner Details Owner Name: Samy Rayan Haddad Office No.: Email Address: shaddad@tfiintl.com Cell No.: 4383369700 Mailing Address: 6600 chemin cote saint franc City: Montreal State: I Quebec Zip: H34S 1 B7 Architect Details: Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: mm/dd/yyyy Engineer Details: Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: mm/dd/yyyy Contractor Details Contractor Name: l Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: mm/dd/yyyy I hereby certify that I am the CO Owner CArchitect Engineer C Contractor and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of Arlington. Print Name: Samy Haddad Date: 04/09/2026 WASHINGTON Permit #26-0275 Location:19324 67TH AVE NE Routing Details X Department: Permit Tech Intake Review - Deadline: April 16, 2026 - Approved: April 27, 2026 - Status: In Progress Permit Application #A26-0275 Location:19324 67TH AVE NE - by LaNay Hendrick- Permit Technician at April 21, 2026 11:02AM Status: In Progress Activity Type: Application Sent There are now additional documents for your review. The reason this was routed to you was due the fact that it will be screened black and also have 12 inches of barbed wire above the 6 feet of fence. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit Application #A26-0275 Location:19324 67TH AVE NE - by LaNay Hendrick- Permit Technician at April 27, 2026 04:28PM Status: Approved Activity Type: Application Sent LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Permit #26-0275 Location:19324 67TH AVE NE- by LaNay Hendrick- Permit Technician at April 27, 2026 04:32PM Status: In Progress Activity Type: Application Sent Hello, Please find attached the issued building permit. Please review any conditions and reach out should you have any questions. Inspection request instructions can be found on the permit. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 ✓ Department: Permit Tech Final Approval - Approved: April 27, 2026 - Status: Approved Manual Update - Permit Application #A26-0275 Location:19324 67TH AVE NE - by LaNay Hendrick- Permit Technician at April 9, 2026 01:32PM Status: In Progress Activity Type: Documents Review The following permit has been updated manually. @ Community Development Online Portal Page 1 of 4 August 5, 2026 02:40PM WASHINGTON Permit Application #A26-0275 Location:19324 67TH AVE NE Permit Application #A26-0275 Location:19324 67TH AVE NE- by LaNay Hendrick- Permit Technician at April 9, 2026 03:26PM Status: In Progress Activity Type: Application Sent Hello, Your invoice for the plan review fee is now ready for payment. Plan review fees are due at time of submittal and prior to processing for review.You can access and process the payment through our portal. Please visit the following link to view and pay your invoice: https://www.civicgov4.com/wa_arlington/portal/index.php?r=site/dashboard Please let me know once you have made payment for prompt processing of your submittal. LaNay Hendrick City of Arlington Permit Technician Ihendrick@arlingtonwa.gov 360-403-3437 Manual Approval - Permit#26-0020 Location:19324 67TH AVE NE- by LaNay Hendrick- Permit Technician at April 27, 2026 04:28PM Status: Approved Activity Type: Documents Review The following permit has been approved manually. Permit#26-0020 Location:19324 67TH AVE NE ✓ Department: 1st Review Building - Approved: April 27, 2026 - Status: Approved Permit Application #A26-0275 Location:19324 67TH AVE NE- by Kevin Olander- Building Official at April 27, 2026 04:08PM Status: Approved Activity Type: Application Sent Kevin Olander City of Arlington Building Official kolander@arlingtonwa.gov 3604033433 @ Community Development Online Portal Page 2 of 4 August 5, 2026 02:40PM WASHINGTON Department: 1st Review Planning - Deadline: April 17, 2026 - Status: Pending Permit Application #A26-0275 Location:19324 67TH AVE NE- by Ameresia Lawlis-Associate Planner at April 16, 2026 09:OOAM Status: Pending Activity Type: Application Sent Can you please confirm what we are reviewing with this application?The fence appears to be 6' Ameresia Lawlis City of Arlington Associate Planner alawlis@arlingtonwa.gov 360-403-3548 ✓ Department: 2nd Review Planning - Approved: April 23, 2026 - Status: Approved Permit Application #A26-0275 Location:19324 67TH AVE NE- by Ameresia Lawlis-Associate Planner at April 23, 2026 10:18AM Status: Approved Activity Type: Application Sent Must be black vinyl. Ameresia Lawlis City of Arlington Associate Planner alawlis@arlingtonwa.gov 360-403-3548 @ Community Development Online Portal Page 3 of 4 August 5, 2026 02:40PM 4rtk( tot( WASHINGTON Record Actions New Permit Application #A26-0275 Location: 19324 67TH AVE NE By Admin - Hannah Hardwick- Fire Permit Technician II at April 9, 2026 11:13AM Hello, A new permit application has been submitted for review. Please login to your CIVICGov Web Application account and visit the link below to view the permit details. https://www.civicgov4.com/wa_arlington/permits/details/403 If you cannot click on the link above, please copy and paste the entire link in the browser address bar. Sincerely, CIVICGov Team. Permit Application #26-0275 Location : 19324 67TH AVE NE By Samy Haddad at April 9, 2026 11:18AM I am the project manager of TFI International,the mother company of SFI properties in the US. we are originally based in Montreal. we are submitting a permit for black vinyl fence line. i have sent the site plan for your reference Manual Update- Permit Application #A26-0275 Location:19324 67TH AVE NE By LaNay Hendrick- Permit Technician at April 9, 2026 01:32PM The following permit has been updated manually. Permit Application #A26-0275 Location:19324 67TH AVE NE Condition #1 Added By LaNay Hendrick- Permit Technician at April 23, 2026 10:30AM Condition: Must be black vinyl. Manual Approval - Permit#26-0020 Location:19324 67TH AVE NE By LaNay Hendrick- Permit Technician at April 27, 2026 04:28PM The following permit has been approved manually. Permit#26-0020 Location:19324 67TH AVE NE Condition #2 Added By LaNay Hendrick- Permit Technician at April 27, 2026 04:30PM Condition: Approved job copy shall be onsite for inspection Condition #3 Added By LaNay Hendrick- Permit Technician at April 27, 2026 04:31PM Condition: Adhere to approved plans Condition #4 Added By LaNay Hendrick- Permit Technician at April 27, 2026 04:31PM Condition: Call for inspections ©Community Development Online Portal Page 4 of 4 August 5, 2026 02:40PM City of Arlington 14 (11 (0/1 18204 59th Avenue NE, Arlington, • • Washington 98223 Phone: 360-403-3551 jNG� WASHINGTON C PAYMENT RECEIPT Original Invoice Number: 26-0360 Invoice Date: April 9, 2026 Account Number: 4159479171 Samy Haddad 19324 67th avenue Arlington Thank you for your payment(s). Your Payment Transactions for this record are recorded below. Record Number: Permit 26-0275 Date Description Paid Date Amount Paid Balance April 9, 2026 Fence Over Height(006.345.83.00.02) $100.00 April 9, 2026 Processing/Technology(320.341.43.00.02) $25.00 April 9, 2026 Inspection(006.322.10.00.01) $75.00 April 9, 2026 State Surcharge-Commercial(633.386.00.01.00) $25.00 TOTAL: Permit Fees $225.00 $225.00 Credit/Debit Card 529 Payment Successful April 21, 2026 $225.00 $0.00 Permit#: 7045 Permit Date: 04/09/26 Permit Type: COMMERCIAL FENCE Project Name: SFI Properties Inc Applicant Name: Northwest Fence Co Applicant Address: 19324 67th Avenue Applicant, City, State, Zip: Arlington,WA 98223 Contact: Samy Haddad Phone: 438 336 9700 Email: shaddad@tfiintl.com Scope of Work: New chain link black vinyl fence Valuation: 0.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/27/2026 Permit Expires: 10/27/2026 Form Permit Type: COMMERCIAL FENCE Civic Plus Number: P26-0275 Status: COMPLETE Assigned To: LaNay Pray Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 661 General Contract 31051500400200 19324 67TH AVE NE KOOY JOHN H Construction Services Contractors Contractor Primary Contact Phone Address Contractor Type License License Northwest Fence Samy Haddad 509 928 8084 4321 N Barker Rd CONSTRUCTION COA Company INC CONTRACTOR Northwest Fence Samy Haddad 509 928 8084 4321 N Barker Rd CONSTRUCTION L and I Company INC CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status Final inspection for fence 08/26/2026 Inspection installation. 08/27/2026 08/27/2026 CED INSPECTOR Completed Fence is in.BG Notes Date Note Created By: 08/20/2026 sent expiration notice Hannah Hardwick Uploaded Files Date File Name 08/05/2026 33628611-index.pdf 08/05/2026 33628612-Community Development Online Application.pdf 08/05/2026 33628613-CIVICGOV PORTAL-Edit Invoice#26-0360.pdf 08/05/2026 33628614-civicgov4.com wa arlington permits edit 403.pdf Site Location A� mate lot line I - r y' c '`v 0 Trailers 18 ,r City of Arlington General notes Building Department 1- All dimensions and areas which appear on the APPROVED documents are approximate and must be verify 76 Kevin Olander-04/27/2026 by the contractor before to start the work. 2-These architectural documents are the exclusive property of No changes authorized unless approved by TFI International Inc-Dept of Real State and cannot be sent, the Building official used,copied or reproduced without wdtten pre-authorization. M 0 J 0 N Preliminary Plan 0 0 rn 0 1 Not for regulatory approval, 0 0 permitting or construction. •� m m ~ N •N Legend: I � I C N g c Co LIN I a a ` O 0 0 N CL O I— O � 1 2026-01-26 REVISION d r C NO DATE REVISION N I new gate �0 r14,1 � Pro ernesN ° Existing CD C4 ° Shop 00 chemin ST-Francois-St-Laurent,Quebec7- Tel.:514-331-4830/fax:514-331-4585 4o I o N o O PROJECT " � DRAFT SITE PLAN ~ 65 TRAILERS ° 0 DEE 25 SLEEPERS O I 35 EMPLOYEES CARS ADDRESS 19324 67 TH AVE NE KEU 0 ARLINGTON, WA IngI ffice I I I I� l i \ DRAWING TITLE PROPOSED SITE PLAN DATE DRAWN BY .N - 2026-01-26 Luiz A.Andrade,CACB -6 7 _t h - AVE N 1I E SCALE BRANCH MANAGER i 1/64= 1"-0 c new fence new fence DWG.NUMBER REVISION ------------ 1 From: Haddad,Samv To: LaNay Pray Cc: Forbes,Dino Subject: RE:Fence Permit application 26-0275 Date: Tuesday,April 21,2026 6:15:51 AM Attachments: imaae002.Dno imaae003,ona imaue001 Dng Business License Arlinaton.pdf Bid R Dave Anderson(002).Ddf Receipt for Invoice Number#26-0360.odf This message is from an External Sender This message came from outside the City of Arlington Goodmorning, Please find the license of the contractor doing the job.(attached) https://secu re.lni.wa.gov/verify/Detail.aspx?UB1=600448905&LIC=NORTH FC110CZ please see dimensions attached: FABRIC:T7 11 GA GBW(2•I SK F 121r GNAW LINK FABRIC TOP RAIL I Mr O D SS� PIPE. 1.541.per 1-1.Tap rw 21' IA W14h,j--..1 5M- SLEEVE T LINE POST 1 216'D D Ss O PIPE. 12" 2161De per 1—L.-porn eel 1s m�e"ror lll..er,am wx"v TERMINAL POST 21.8'O D SSJO PIPE,l 121be par bd. BRACNG Terminal poae br—to Mla elaeNY lirw paM IMD 1 O.D SSdO PIPE. TENSION WIRE 2 GA COMMERCIK COIL TENSION WIRE af—rn to too am Odom of Ierltf taDrc eM 9 GA. STEEL HOG RING ep—,24'm —1. BARBED WIRE 3 PmmI,,de PT CLASS III BARB HARE m 45 Dap PRESSED STEEL BARS WIRE ARM FITTINGS.HEAVY BRACE SAND& CARRIAGE BOLT.PRESSED STEEL RAIL END.45 On PRESSED STEEL BARB WIRE ARM,PRESSED STEEL CAP. STEEL 3,16'k 3-TENSION BAR STANDARD TENSION BAND 6 CARRIAGE T BOLT TIE WIRE 611'9 GA ALUMINUM TIE We will match the bracing of the existing WIRE apnoea is m pedal A, fence. This detail outlines all material MIs A 24'm�N.for.Ana 36" specifications. 36' 1 1 Please note the fence will be a black vinyl chain link as requested. The receipt has been attached. The quote of work is attached. Please let me know what else is needed. Thanks TF/ /nternationa/ Samy Haddad Project Manager,Construction Real Estate Chef de projet,Immobilier TFI International 6600 Chemin Saint-Frangois,suite 100 Saint-Laurent„Quebec 114S-167 Tel.:438 469-9735 Mob.:438 336-9700 httns://tflintl.com From:La Nay Pray<Ipray@arlingtonwa.gov> Sent:Monday,April 20,2026 4:39 PM To:Haddad,Samy<shaddad@tfiintl.com> Subject:Fence Permit application 26-0275 CAUTION:External email-see footer. Can you please confirm the height of the new proposed fence. Thank you very much. Sincerely, *LaNay Pray Community&Economic Development,Permit Technician/ 18204 59th Ave NE,Arlington,WA 98223 0:360.403.3437 lnrayParlingtonwa.gov I www.arlingtonwa.gov Note:Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. This email originated from outside the TFI International mail server.Do not click links,reply to sender, provide information or open attachments unless you recognize the sender and know the content is safe.In doubt,notify the TFI Help Desk immediately at itsupportC@tfiintl.com or 514-856-7520/1-855-856-7520 Date :2026-04-21 06:04:34 AM Payment Receipt Details Value Payment Method Credit/Debit Card Merchant Code 52a9e631-e925-46d 1-b58f-5ffd00500959*21091 J Amount Paid $225.00 Payment Notes Captured Payor Name CP Pay (Samy Haddad) Payor Email shaddad@tfiintl.com Payor Phone 438 336 9700 Payor Address 19324 67th avenue,Arlington Payment Status Captured Payment Date 2026-04-21 06:08:34 Invoices Invoice Date Invoice Number Billed To Payment For Invoice Amount April 09, 2026 26-0360 Samy Haddad Permit Fees $225 Copyright©2026 CivicPlus (http://www.civicgovcloud.com/) March 23, 2026 AORTHWEST rencm 000 ***BID***BID***BID***BID***BID***BID***BID***BID***BID*** To: Dino Forbes RE: 19324 67 ave NE. Arlington, WA. From: Dave Anderson Furnish and install approximately 207 lineal feet of chain link fence. To include: • 6' 11 ga chain link fabric • ASTM F1043 Heavy Industrail Fe Framework 0 2 3/8 Terminals 0 1 7/8 Line Posts this will be black vinyl o Top and Bottom 7ga 0 3 Strands of Barbed Wire at 45 degrees 0 2 each 48" opening personnel gates 0 2 each Dual Head Stanchions ■ Equipment boxes by others ■ Conduit from Inbound/Outbound Stanchions to operator is included. ■ All access control equipment and installation by others 0 1 each Autogate 24' x 6' C/L 300 Vertical Pivot Gate ■ 2 each Loop Detectors ■ 2 each 6' x 20' Direct Bury Loops $63,801.00 .Clarification: Power needs to be brought to the outside of the building in close proximity to the operator location. Conduit and power runs by others unless specifically included above. Excludes all access control, cameras and associated items and labor to install them. EXCLUSIONS: Sales Tax Painting/Staining Excavation of Solid Rock Hand Digging In Event of Utilities Conflict Bond, Permit, Clearing, Temporary Fencing Removal and Disposal of existing fence Mowstrip, Concrete Coring Staking & Marking for Utility Locate, Off Site Disposal of Posthole Soil Survey, Locating Private Utilities Grading, Grounding Pollution Liability Insurance Stamped Engineered Fence Drawings Barrier Gates Price is good for 10 days. Northwest Fence Company 4321 N Barker Rd. (509)928-8084 Spokane Valley, WA 99027 1 CHAIN LINK FABRIC. TOP- O.D. • - 1.84 lbs.per foot.Top rail 21' in length,joined with 1 5/8" LINE•. O.D. - 2.28 lbs.per foot.Line posts set 1 O'on center maximum spacing. _*11/^�111��111��1►'111,I�r111�r►'1/11►1`1111r'1/1�►�1�1�r'11��►'�111�r/11�V'11� /r1�1�/► TERMINAL-• • . - — >♦�111���111��111��111��111��111��111���1� ♦�1♦ per BRACING:Terminal posts braced to 11���11���11���11����1�.�.�1� ►��11 ►���1�1�1�1 �1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�111,���.�1�1�1� _ ►i�i�i1111��i1111��i�i11��i1.�'�1��i1�1�1� • ,TENSION WIRE:7 GA.COMMERCIAL COIL .. I IMMUNE MINE 11 MA,W1 WE LVAI TENSION WIRE attached to top and bottom li�ii� �i�i�ilili�i�i�ilili�i�i�ilile �i�ilili offence• RING spaced 24"on Wift�� .e 1���� 1��,1 ���1�������������������������1�� ii�i�: III III i1MALML%i�i1i1i1i�i�ilili� BARBED►�1�1�1�111�1�1�1�1�1'� �1� �111�1�1�1�11111�1�1�1�111�1�1�1�111�1�1�1�111� CLASS III BARB WIRE on 45.. PRESSED STEEL BARB WIRE ARM. ►�1�1�1111111�1�1�G�1/1�1�1111111�1�1�111�111�� .1��1�1�1111111�1�1111111�1�11111� ��1�1111 111— WA INA FITTINGS:HEAVY BRACE ILWI 17A OVA OR _ ►�����1�111�1�0�1�111�1�1�1�1�1�1���1�1�1�1�1�1�1�1���.����1111�1�1�111�1�1�1�1�1� ��1�1�1� BOLT, _ •STEEL ►�1�1�111�G11�1�1111111�1�1111111�1�1111111�1�1�111111111���!.���1111111�1�11111� ��111111 D,45 Deg.PRESSED 1.111111� /111♦ �������� BARB WIRE ARM,PRESSED STEEL CAP, ' BOLT.STANDARD TENSION BAND&CARRIAGE TIE WIRE:6 1/2"9 GA.ALUMINUM TIE • • • - - • WIRE spaced 15"on center for line posts&24"on center for rails. •- • - - i......................• ♦.....< lip.••..••...••..••...••.� �' � TFI International SPOKANE VALLEY, WA i.••..••...••..••...••.♦ •.••..i i.••..••...••..••...••.♦ i • • LINE OF FENCE D 1 1 1 • InternationalFile: TFI 48" FABRIC:72"11 GA.GBW(2")BK r CHAIN LINK FABRIC. 44" BRACING:Terminal posts braced to the nearest line post with 1 5/8" O.D.SS-40 PIPE. GATES:Framework of 1 5/8"SS-40 PIPE,1.84 lbs.per foot.Gates " braced and trussed as necessary. 12" Same fabric as fence.Barbed wire included on all gates. GATE POST:2 3/8"O.D.SS-40 PIPE, 3.121bs.per foot. BARBED WIRE:3 strands of 4 PT. CLASS III BARB WIRE on 45 Deg. PRESSED STEEL BARB WIRE ARM. FITTINGS:HEAVY BRACE BAND& CARRIAGE BOLT,PRESSED STEEL RAIL-END,45 Deg.PRESSED STEEL 72" BARB WIRE ARM,PRESSED STEEL CAP, STEEL 3/16"X 3/4"TENSION BAR, STANDARD TENSION BAND&CARRIAGE BOLT. TIE WIRE:6 1/2"9 GA.ALUMINUM TIE WIRE spaced 15"on center for line posts&24"on center for rails. 36" 36" 10" 10" NORTHWEST FENCE CO.,INC. TFI International fence E. 14909 SPRAGUE AVENUE SPOKANE VALLEY, WA SPOKANE VALLEY, WA 99216 (509) 928-8084 L4' S:1NG:LE GATE, 1 5/8" SS-40 PIPE FRAME Drawn: 03/10/2026 File: TFI International fence SPECIFICATIONSI VERTICAL PIVOT GATE SYSTEM TM N General Information GenesiSTM Control Boar. UL 325 7th Ed. Listed &CAN/CSA C22.2 No.247-14 Listed Solid State coated programmable control board in an NEMA 4 Rated for Continuous Duty Cycling electrical enclosure. (Tested to—40° F) Power Supply Options:120VAC-Single Phase, 20 Amp Service. Security Breach Protection: Built in 24V brake when A/C or 240VAC—Single Phase, 20 Amp Service. Solar. Note: Infrared battery is present. Optional internal locking Solenoid Heater requires an additional 15 Amp Service. mechanism. Batteries&Charging System: Built-in Battery Backup. Two Monitored Inputs:Open-2 inputs, Close-2 inputs with an (2) 12v Batteries Required (Field Supplied). Recommended additional programmable inputs for Open or Close. Batteries: Group 24,Sealed Marine Starting. Gate Limit/Position Sensor(LPS): Combined Type"A" Programmable Inputs,Outputs,&Relays: The board has 2 Entrapment protection. Open and Close Limit Position. programmable inputs, 2 programmable outputs,and 2 built in relays for configuration and integration. Open/Closing Speed:8-10 seconds Std. Oversized (heavy Control Wiring: 16& 18 Ga.Single conductor. Copper with or highly customized)gate speed of 12-15. electronic compression terminals tin-plated for max corrosion Shipping Weight: Typical VPG2490 Operator with 6' high x 20' prevention. long picket style gate= 1,500- 1,800 lbs. Dual Gate Operation: Programing allows for dual gate operation and Sally-Port configuration. Warranty: Residential (5 years), Industrial/Commercial (3 years)from date of shipment on manufactured components Delayed Closing: Programmable from 0-90 seconds. workmanship. Purchased components and accessories are covered under their respective warranties. (See full warranty Preemptive Signal outputs: 1-5 seconds before gate moves. for details) Optional Accessories: Solar Panels,Gear Motor Heater, Extreme Cold Package, MUTCD Reflective Tape, LED Warning lights,Audible Devices,and Emergency Access Systems. (SOS, Gate Construction Opticom,Click to Enter, Key Box/Switch,etc.) Transport Maintenance Pin(T/M): used for transport, Fabricated to ASTM F2200-20 Standard. maintenance to negate movement of gate panel). Gate Construction: 10'-20'-2"Sq., 11 Ga. (.120)Steel Tubing. Over 20'-2 1/2"Sq., 7 Ga. (.187)Aluminum Tubing. Motor& Drive System Gate Lengths: 10'-25' (Consult factor for over 25') RAID(Right Angle Drive): 1/2 HP,Gear Type, Right Angle Gate Heights:4'-8'from pad grade. Consult factory for gates Locking Worm Drive. Equipped with disengage lever for Man- over 8' high as they require special crating and freight ual Operation. arrangements. Multi Belt/High torque dual reduction system, Counter Picket Construction:Steel-3/4"Sq. 18 Ga.Galvanized Tubing Balanced for smooth operation. is standard, 1" 16 Ga.available. Aluminum-3/4"Sq. 1/8" wall is standard, 1" 1/8"wall available. Note:Contact factory for special sizes,spacing,and custom materials. • _ Chain Link Construction: 2 3/8"Sch.40,20&2"x.065"Galy. Steel Tubing 9 Ga.Galy. Fabric. (12' up to 22') 2 3/8"Sch. 80, Construction: Frame-2"Sq., 11 Ga. (.120). Mounting pads— 40&2"x 1/8" 6061 Alum.Tubing 9 Ga. Alum Fabric. (over 22' Corten Steel. Skins- 18 Ga. Galvanneal. to 25'). Wind Bracing:Cable-75 mph design, 1/4"coated aircraft Gate Mounting Hardware: 304 Stainless Steel. cable(16' 20 gates). Rigid Masted -Gates over 20'or certain heights and materials. Compliant with IBC Section 1609.6 Simplified Wind Load Method for 90 mph wind loading and Operator size: 68"Length, 53" Height,30"Width. the 150 mph hurricane wind loading. Paint: Spray applied colors are Commercial Coating 2-part Paint:Standard Color- Black, powder coated. Spray applied High Solids Polyurethane. Standard Spray Colors: Black, colors are Commercial Coating 2-part High Solids White, Brown,Green,and Gray. Custom colors available. Polyurethane. Standard Spray Colors: White, Brown,Green, Powder coating available: Max length of 25'and max height and Gray. Custom colors available. 1 of 7'. AutoGate, Inc. 7306 Driver Rd., Berlin Heights OH 44814 (800)944-4283 www.AutoGate.com March 30,2022 LEFTHAND - VERTICAL PIVOT GATE (VPG) RIGHTHAND - VERTICAL PIVOT GATE (VPG) FACE OF OPERATOR TO FACE OF YOKE(CLEAR OPENING)VARIES FACE OF OPERATOR TO FACE OF YOKE(CLEAR OPENING)VARIES 3"SETBACK(MIN.) PUBLIC SIDE PUBLIC SIDE 3"SETBACK(MIN.) —T T- 18" 18" 48" L.H. OPERATOR L / R.H. OPERATOR 48" WIND BRACING STYLE"E"YOKE SHOWN STYLE"E"YOKE SHOWN WIND BRACING J 8"SETBACK(6"MIN.)— PRIVATE SIDE PRIVATE SIDE 8"SETBACK(13"MIN.) F�84" r PAD TO PAD WILL VARY WITH GATE LENGTH 13" 13" PAD TO PAD WILL VARY WITH GATE LENGTH r 84" —i (MAY ALSO BE VIEWED AS CLEAR OPENING) (MAY ALSO BE VIEWED AS CLEAR OPENING) PLAN VIEW PLAN VIEW BARB WIRE SHOWN LENGTH VARIES LENGTH VARIES BARB WIRE SHOWN (FLAT TOP AVAILABLE) (FLAT TOP AVAILABLE) CHAINLINK FABRIC CHAINLINK FABRIC GATE GUARD GATE GUARD HEIGHT HEIGHT VARIES VARIES Izz XX I BELOW L GRADE/PAD LEVEL 5"ABOVE GRADE(TYP.) I I 5"ABOVE GRADE(TYP.) GRADE/PAD LEVEL 1. BELOW FROST 1 3"WITH MILLER EDGE �I I 3"WITH MILLER EDGE I I FROST LEVEL I CONIC. OPER. PAD 1 I CONC. OPER. PAD LEVEL (T MIN.) I L CONCRETE YOKE PAD I I I I CONCRETE YOKE PAD I (T MIN.) � —=----------� L_J L_J ------------J� ELEVATION VIEW ELEVATION VIEW VIEWED FROM PRIVATE SIDE VIEWED FROM PRIVATE SIDE NOTES: 1)ALL OF OUR GATES ARE TYPICALLY DRAWN FROM THE PRIVATE SIDE LOOKING OUT. 2)LENGTH AND HEIGHT VARIES,CONSULT WITH AUTOGATE SALES FOR MORE INFORMATION. 3)SHOWN WITH STANDARD 5'STYLE"E"YOKE. SEE DRAWING#105 FOR YOKE STYLES. 4)CONTOURS AND CURBS WILL REQUIRE CUSTOM DRAWINGS.(CONSULT WITH AUTOGATE). NOTICE Date: 4/19/07 AutoGate THE INFORMATION CONTAINEDArm ON THIS DOCUMENT IS Drn.B Gate Entry Systems �0 NOT SCALE CONFIDENTIAL.ANY y MKS DISSEMINATION,UNAPPROVED XT Berlin Heights,Ohio Rev.: Description: Date: Drn.By: Ckd.By: DISCLOSURE ORATION IS OF Ckd. By: DMRA&M FAX(419)588-3514 THIS INFORMATION IS C COMBINED LEFT AND RIGHT HAND GATES ON ONE PRINT 07/20/16 MKS KAY STRICTLY PROHIBITED DW 300 Chainlink VPG UNLESS OTHERWISE SPECIFIED g B VPG WAS VPL&INCREASED BARRIER SCREEN COVERAGE 04/29/15 MKS DMR DIMENSIONS ARE IN INCHES ANGLES±1° Title: 300 Chainlink Vertical Pivot Gate (VPG) A UPDATED PRINT-OPERATOR SHOWN MORE ACCURATELY 03/04/13 SLID MKS X/X±1/32,.XX±.01,.XXX±.005 MKS 07/20/16 autogateinc.local\shares\Users\bfritz2\Desktop\CAD-DETAILS\300 Chainlink VPG.dwg 32" REF. 32" REF. 68" REF. 68" REF. 28" REF. 28" REF. TIE (9x) TIE (13x) OPTION #1: REBAR ARRANGEMENT OPTION #2: (SECURELY WIRE TIE ALL REBAR ARRANGEMENT 9 INTERSECTING POINTS) 12" REF. (SECURELY WIRE TIE ALL TYP. 13 INTERSECTING POINTS) \�48" 48" 84" �, 10"to 12"TOP 84„ PAD THICKNESS BELOW LOCAL — IIII BELOW FROST V LOCAL DEPTH ��� FROSTDEPT (3' MIN.) -- OPTION: (3' M NH) UCENTER COLUMN OPTION #1: 012"TYP. (4)or(5)MIN. 12"AUGURED HOLES, OPTION #2: WITH WIRE TIED RE-BAR,ON 10"TO 12"TOP PAD FULL CONCRETE PAD WITH TIED RE-BAR WHERE APPLICABLE PER GOVERNING CODE OR STANDARD. NOTES: 1) ALL PAD DEPTHS SHOULD BE BELOW LOCAL FROST DEPTH 2) TOP OF PAD MUST BE FLAT AND LEVEL 3) USE REBAR THAT CONFORMS WITH LOCAL CODES OR JOB SPECS. 4) REBAR MUST BE INSTALLED 6"-8"BELOW TOP SURFACE. 5) CONCRETE COMPRESSIVE STRENGTH MINIMUM 3000 PSI. NOTICE Date: 12/21/05 AutoGate 5) DRAWING IS FOR REFERENCE ONLY,SUPERCEDED BY LOCAL AND SITE GOVERNING CODES THE INFORMATION CONTAINED ON THIS DOCUMENT IS Drn.6 Gate Entry Systems D0 NOT SCALE CONFIDENTIAL.ANY y' M KS DISSEMINATION,UNAPPROVED Berlin Heights,Ohio Rev.: Description: Date: Drn.By: Ckd.By: D1sTSUPYWGOF Ckd.By: DMR FAX(419)588-3514 THIS INFORMATION IS C ENHANCED REBAR DETAIL 11/5/15 KAY DMR STRICTLY PROHIBITED UNLESS OTHERWISE SPECIFIED D`"g.: 102-P B 10"TO 12"PAD THICKNESS WAS 8"TO 10" 01/24/13 SLID KILL DIMENSIONS ARE IN INCHES ANGLES ±1° Title: Operator PAD Layout/Options A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 MKS DMR x/x±1/3z,.xx±.0l,.xxx±.005 KAY 11/5/15 C:\USERS\BFRITZ2\DESKTOP\102-P PAD LAYOUTOWG LEFTHAND OPERATOR CONDUIT LOCATION / STUB-UP ON OUTSIDE OF OPERATOR PAD. (STUB OUT CONDUITS 12") 3" MIN. SETBACK PUBLIC SIDE 1 9 1/2" o REF. °o CENTER LINE 4811 1211 o LEFTHAND OPERATOR OF GATE io -------------------------------------------------------------------- 411 0 0 to 18 1/2" 8" SETBACK (6" MIN.) 8411 * NOTE: USE 3/4" CONDUIT ONLY PRIVATE/SECURED SIDE POSSIBLE CONDUITS * 120 VAC, MIN. 15 AMP CIRCUIT * FREE EXIT LOOP * "ENTRANCE° KEYPAD * OFFICE COMMUNICATION * "EXIT" KEYPAD * IFR BEAM POWER * REVERSING/SAFETY LOOPS *OPTIONAL SPARES NOTICE Date: 12/07/05 AutoGate THE INFORMATION CONTAINED ON THIS DOCUMENT IS Drn.B a Gate Entry Systems DO NOT SCALE CONFIDENTIAL ANY Y MKS DISSEMINATION,UNAPPROVED Berlin Heights,Ohio Rev.: Description: Date: Drn.By: Ckd.BY: DISCLOSURE OR COPYING OF Ckd.BY: DMR FAX(419)588-3514 THIS INFORMATION IS C LEFTHAND OPERATOR WAS VPL OPERATOR 04/29/15 MKS KAY SnucTLY PROHIBITED Dwg: 102C-L UNLESS OTHERWISE SPECIFIED B UPDATED DRAWING 01/23/13 SLIDDMR DIMENSIONS ARE IN INCHES ANGLES±V Title: Conduit Pad Location (Lefthand) A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 1 MKS DMR X/X t 1/32,.XX t.01,.XXX t.005 MKS 04/29/15 EAAUTOCAD DRAWINGS\AUXILIARY-STD LAYOUTS-SITE PRINTS\STANDARD VPL DRAWINGS\102C-L CONDUIT PAD LOCATION LH.DWG RIGHTHAND OPERATOR CONDUIT LOCATION / STUB-UP ON OUTSIDE OF OPERATOR PAD. (STUB OUT CONDUITS 12") PUBLIC SIDE 3" MIN. SETBACK 9 1/2" REF. 13-- — -B 0- — — — — — — — — CENTER LINE J 0 OF GATE RIGHTHAND OPERATOR o 12" 48�� 0 0 0 4" 18 1/2" 8" SETBACK (6" MIN.) 8411 PRIVATE/SECURED SIDE * NOTE: TYP 3/4" CONDUIT POSSIBLE CONDUITS * 120 VAC, MIN. 15 AMP CIRCUIT * FREE EXIT LOOP * "ENTRANCE" KEYPAD * OFFICE COMMUNICATION * "EXIT" KEYPAD * IFR BEAM POWER * REVERSING/SAFETY LOOPS * OPTIONAL SPARES NOTICE Date: 12/07/05 AutoGate THE INFORMATION CONTAINED ON THIS DOCUMENT IS Drn.B Gate Entry Systems DO N0T SCALE CONFIDENTIAL.ANY y: MKS DISSEMINATION,UNAPPROVED Berlin Heights,Ohio Rev.: Description: Date: Drn.By: Ckd.By: DISCLOSURE OR COPYING OF Ckd.By: DMRIr FAX(419)588-3514 THIS MFORMATION IS C RIGHTHAND OPERATOR WAS VPL OPERATOR 04/29/15 MKS I KAY sTIUCTLYPROHIBITED UNLESS OTHERWISE SPECIFIED D`"9 102C-R B UPDATED PRINT 1/24/13 SLD I DMR DIMENSIONS ARE IN INCHES A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 MKS DMR XIX t 1/32,.XX t.01,XXX t.005 ANGLES±. Title: Conduit Pad Location (Righthand) MKS 04/29/15 C:\USERS\BFRITZ2\DOCUMENTS\DOCUMENTS\AUTOGATE SPEC TECH AND VIDEO\STD VPL DWG DRAWINGS\102C-R CONDUIT PAD LOCATION RH.DWG LEFTHAND OPERATOR (RIGHT HAND IS MIROR IMAGE) PUBLIC SIDE 8411 - 67" - 3" MIN. SETBACK 8" SETBACK (6" MIN.) 9 1/2" REF. CENTER LINE 30" OF GATE 000 48" 0 LEFTHAND OPERATOR 0 ---1 0 i i REFER TO: DRAWING #102C-L TYP. MOUNTING HOLE FOR CONDUIT LOCATIONS PRIVATE/SECURED SIDE NOTES: 1) PAD DIMENSIONS CAN VARY PER SITE 2) LEAVE AT LEAST 3" BETWEEN ANCHOR AND EDGE OF PAD 3) ALL PADS MUST BE POURED LEVEL AND BELOW LOCAL FROST LINE DEPTH NOTICE Date: 12/07/05 AutoGate DO NOT SCALE THE INFORMATION CONTAINED ON THIS DOCUMENT IS Drn.BY MKS C. r Gate Entry Systems Rev.: Description: Date: DfH.By: ekd.By: CONFIDENTIAL.ANYDISSEMINATION,UNAPPROVED Belin Heights,Ohio D LEFTHAND OPERATOR WAS VPL OPERATOR 04/29/15 MKS KAY DISCLOSURE OR COPYING OF Ckd.By: DMR P. FAX(419)588-3514 THIS INFORMATION IS C UPDATED PRINT 1/23/13 SLID DMR STRICTLY PROHIBITED UNLESS OTHERWISE SPECIFIED Dwg.: 102-L B REMOVED"STUB CONDUITS UNDER OPERATOR WHEN POSSIBLE"NOTE 02/04/10 MKS DMR DIMENSIONS ARE IN INCHES A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 MKS DMR X/Xt 1/32AXX±.01 'XXXi.005 Tile: Standard Pad Layout(Lefthand) MKS 04/29/15 E:\AUTOCAD DRAWINGS\AUXILIARY-STD LAYOUTS-SITE PRINTS\STANDARD VPL DRAWINGS\102-L STANDARD PAD LAYOUT LH.DWG RIGHTHAND OPERATOR PUBLIC SIDE 8411 - 67" - 8" SETBACK (6" MIN.) 3" MIN. SETBACK 91/2' REF. 0 --71,--------------------- ---------- ---------- ----------------------- 30" CENTER LINE 0 0 OF GATE 0 0 RIGHTHAND OPERATOR 4811 0 l ------------------------------------------------------------------------------ r 0 TYP. MOUNTING HOLE REFER TO: DRAWING #102C-R FOR CONDUIT LOCATIONS PRIVATE/SECURED SIDE NOTES: 1) PAD DIMENSIONS CAN VARY PER SITE 2) LEAVE AT LEAST 3" BETWEEN ANCHOR AND EDGE OF PAD 3) ALL PADS MUST BE POURED LEVEL AND BELOW LOCAL FROST LINE DEPTH NOTICE Date: 12/07/05 AutoGate DO NOT SCALE THE INFORMATION CONTAINED ON THIS DOCUMENT IS DEE.B ' Gate Entry Systems Rev.: Description: Date: Drn.By: Ckd.By: CONFIDENTIAL.ANY Y MKS DISSEMINATION.UNAPPROVED Beflin Heighl5,Ohio D RIGHTHAND OPERATOR WAS VPL OPERATOR 04/29/15 MKS KAY DrsCLosuRe oR corYrnc of Ckd.By: DMR FAx(419)588-3514 THIS INFORMATION IS C UPDATED DRAWING 1/24/13 SLID DMR STRICTLY PROHIBITED UNLESS OTHERWISE SPECIFIED DW9" 102-R B REMOVED"STUB CONDUITS UNDER OPERATOR WHEN POSSIBLE"NOTE 02/04/10 MKS DMR DIMENSIONS ARE IN INCHES A CONDUIT LOCATIONS WERE MOVED OUTSIDE THE PAD 07/18/08 MKS DMR x0(IV32,4XX±.0NGLES1,xxxt.005 Title: Standard Pad Layout(Righthand) MKS 04/29/15 E:\AUTOCAD DRAWINGSWUXILIARY-STD LAYOUTS-SITE PRINTS\STANDARD VPL DRAWINGS\102-R STANDARD PAD LAYOUT RH.DWG FLEX CONDUIT- TO THE SIDE OR BOTTOM OF BOX _ --- NOTE: CD , O FOR 24V CONTROL BOARD WIRING DIAGRAM,SEE:DWG#113 NUMBER OF CONDUITS VARY PER JOB SITE MOTOR BATTERIES i i I � I � I � I � I � I � I � I � I � I � BRING THE CONDUITS THROUGH SIDE OF OPERATOR,BELOW BATTERY TRAY BUT ABOVE THE TOP OF THE SPRINGS i li i BATTERY TRAY --- --------------- BATTERY TRAY 1 o CONDUIITS 120 VAC,15A Outlet&Switch FLEX CONDUIT- U J -' oo CONNECTED TO FLEX CONDUIT o,,o 0 - - - - THE BOTTOM OR I � THE SIDE OF BOX UNI-STRUTS ENCLOSURE BOX (OPTIONAL) SpRINC,S CONTROL BOX 1 i i I r 1 i 1 I I I 1 I i i 1 1 I II I r 1 Ll I I I I II II II III I I I III I I I I I I III I CONDUITS UNDERGROUND III I I I I I I III I MUST BE AT A DEPTH THAT III I I I I I I III FOLLOWS LOCAL CODES. III I I I I I II II II III I I III I I I I I II II II III I I I III I I I I I II II II III I I I III I I I I I II II II III I I I III I I I II II II III 1 1 I // I LJ ��������� LJ --'/�� LJ NOTICE Date: 12/07/12 AutoGate THE INFORMATION CONTAINED ON THIS DOCUMENT IS Dr.B ' Gate Entry Systems DO NOT SCALE CONFIDENTIAL ANY Y MKS DISSEMINATION,UNAPPROVED Berlin Heights,Ohio Rev.No.: Revisions: Date: DTSCLOSURE OR COPYING OF Ckd.By: EGS FAX(419)588-3514 THIS INFORMATION IS STRICTLY PROHIBITED UNLESS OTHERWISE SPECIFIED DWg.. DIMENSIONS ARE IN INCHES ANGLES±I° Title: X/X±1/3z.XX±.01,.XXX±.005 3.35 12" O B 2.32 .28 El 0 3.39 P0 - O 01 .81 DETAIL B 64" 42" 0 1 .81 6.44 4.88 2.94 3 NOTES: DETAIL A 4 1 . 1/2" 0 MOUNTING HARDWARE IS RECOMMENDED OHO FOR 5X5 BASEPLATE MODELS. L-BOLT-500, STUD- ANCHOR-500. 0 O A2. 5/8" 0 MOUNTING HARDWARE IS RECOMMENDED FOR 8X8 AND 12X12 BASEPLATE MODELS. L-BOLT- 625, STUD-ANCHOR-625 O UNLESS OTHERWISE SPECIFIED: NAME DATE TITLE: H DIMENSIONS ARE IN INCHES DRAWN TOLERANCES: INSTALLATION G FRACTIONAL 1/32 CHECKED d ANGULAR:±2° PROPRIETARY AND CONFIDENTIAL SIZE PART NO. REV TWO PLACE DECIMAL ±0.010 THE INFORMATION CONTAINED IN THIS \,' THREE PLACE DECIMAL ±0.005 DRAWING IS THE SOLE PROPERTY OF Thursday October 25, PEDESTALPRO.COM PEDESTALPROLLC. ANY REPRODUCTION 2018 2:57:46 PM A 64-9C-DSP A INTERPRET GEOMETRIC IN PART OR AS A WHOLE WITHOUT THE 1-800-660-3072 TOLERANCING PER: WRITTEN PERMISSION OF PEDESTALPRO LLC ASME Y14.5-2009 IS PROHIBITED. WEIGHT: NO SCALE SHEET 1 OF 3 ITEM NO. PART NUMBER DESCRIPTION QTY. 1 64-9C-DSP 2x2 STEEL TUBE 1 2 BASE PLATE 8 181 8" STANDARD BASE PLATE 1 3 COVER PLATE 8 2125 8" STANDARD COVER PLATE 1 4 FACE PLATE 4 4" STANDARD FACE PLATE 2 5 -- 1/4-20 X .50 ZINC PL CARRIAGE BOLT 4 6 -- 1/4-20 ZINC PL HEX NUT 4 4 1 NOTES: 1 . BUTT WELDED SECTIONS ARE NOT ALLOWED, EACH SECTION OF TUBE MUST BE FROM CONTINUOUS STOCK. 2. ALL WELDS ARE TO BE CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE. 3. SEE STANDARD PREPARATION AND COATING INSTRUCTIONS FOR 3 COATING PROCEDURE AND COLOR. 4. FASTENERS ARE TO BE BAGGED AND SHIPPED WITH PEDESTAL. 5. SEE STANDARD PACKAGING INSTUCTIONS FOR PACKAGING PROCEDURE. 2 �0� v UNLESS OTHERWISE SPECIFIED: NAME DATE TITLE: DIMENSIONS ARE IN INCHES DRAWN ASSEMBLY un TOLERANCES: III FRACTIONAL±1/32 CHECKED LU ANGULAR:±2` PROPRIETARY AND CONFIDENTIAL SIZE PART NO. REV TWO PLACE DECIMAL ±0.010 THE INFORMATION CONTAINED IN THIS THREE PLACE DECIMAL ±0.005 DRAWING IS THE SOLE PROPERTY OF Thursday, October 25, PEDESTALPRO.COM PEDESTALPROLLC.ANY REPRODUCTION 2018 2:57:46 PM A 64-9C-DSP A INTERPRET GEOMETRIC IN PART OR AS A WHOLE WITHOUT THE 1-800-660-3072 TOLERANCING PER: WRITTEN PERMISSION OF PEDESTALPRO LLC ASME Y 14.5-2009 IS PROHIBITED. WEIGHT: NO SCALE SHEET 2 OF 3 /4'0000 RAE R E N D A & E PLH PREFORMED LOOP DESIGNED TO BE OVERLAID OR EMBEDDED Overview The Model PLH Preformed Loop is a prefabricated loop/ lead-in assembly designed _ to be overlaid with hot asphalt or embedded in concrete. Each component of the PLH (loop cable, lead-in cable, and splice enclosure) is designed to maximize durability, minimize water penetration, and maintain a flexible form that is easy to install and handle. The low profile loop cable and lead-in cable are 0.360" outside diameter (O.D.) to resist the effects of reflective cracking that can occur in asphalt. Wire insulation and cable jackets Designed to be overlaid with hot are constructed with the optimal thickness of asphalt Cross-linked Polyethylene (XLPE) necessary to ensure a long, trouble free life. XLPE insulation provides excellent thermal, electrical, and Cables are flexible for easy physical properties and is recognized for handling and installation its outstanding resistance to moisture and chemicals. Can be configured to any loop Ordering Information: geometry Model PLH-XX-XX-QXX All insulation is Crossed-linked Quadrupole Loop Center Polyethylene (XLPE) Leg Length (feet) Blank = Conventional Loop Lead-in Cable Length (feet) Cables are filled with water block Loop Perimeter (feet) gel to prevent water penetration Model PLH-XX-XX-QXX-A also available with Lead-in Cable perpendicular to Loop Cable. Optional: Corner Brackets p/n 428-0020-00 Support Tee p/n 417-0000-01 /1RAE 4655 Aircenter Circle,Reno,Nevada USA 89502 +1.775.826.2020 RENOAE.COM RENO A & E PLH Specifications Loop Cable - Double Jacketed, Four Conductor Lead-in Cable - Double Jacketed, Two Conductor 0.360" nominal O.D. 0.360" nominal O.D. r Outer Jacket-0.035"(nominal)XLPE Outer Jacket-0.035"(nominal)XLPE Inner Jacket-0.040"(nominal)XLPE Inner Jacket-0.040"(nominal)XLPE 00 Moisture Resistant,Mylar Binder Tape OW Moisture Resistant,Mylar Binder Tape O Water Block Gel Water Block Gel 0.020"(nominal)XLPE Insulation 0.020"(nominal)XLPE Insulation Conductor-18 AWG Stranded Tinned Conductor-16 AWG Stranded Tinned PLH Installation Instructions Loop Cable Optional ? Splice Lead-in Corner Loop Enclosure Cable Loop Bracket Cable � Cable Mastic Tape q� or Support Tee Optional Lead-in Lead-in Tee/Rebar Mastic Splice Cable Support Splice Cable Tape Enclosure Enclosure / � I ""A"Configuration k4z� Asphalt Overlay Poured Concrete Asphalt Overlay 1. Place the PLH Preformed Loop in the proper position and orientation on the asphalt base lift. 2. Route the lead-in cable to the desired termination point. 3. Cut the fiberglass backed mastic tape (included with the PLH) into 2" x 4" or 3" x 4" strips. Use the mastic tape (and optional corner brackets) to hold the loop and lead-in cable in place. 4. Place a minimum of 1 inch of asphalt over the loop before any heavy equipment (paver) contacts the loop cables. 5. Apply the top lift. Poured Concrete 1. Place the PLH Preformed Loop in the proper position and orientation on top of the concrete reinforcing steel. 2. Route the lead-in cable to the desired termination point. 3. Use Reno A&E Support Tees p/n 417-0000-01. Cut an equal number of lengths of 3/8" rebar. 4. Use the tees, rebar, and nylon cable ties to hold the loop cable in place at least 2" above the concrete reinforcing steel. See Figure 1. The lead-in cable can be tied directly to the concrete reinforcing steel. 5. Pour the concrete making certain not to disturb the loop cable. Notes: 1. The rebar should be cut long enough to allow it to be driven firmly into the ground to hold the tee securely at the correct height above the concrete reinforcing steel. 2. Spacing of the Tee/rebar supports should be such that no more than 2 feet of cable is unsupported. 3. If the thickness of the concrete slab and/or the depth of the reinforcing steel below the top of the slab is such that the minimum dimensions shown in Figure 1 cannot be achieved, contact Technical Support at Reno A&E. Figure 1 i Top of slab Loop cable 1"Minimum Optional Support Tee Reno A&E p/n 417-0000-01 Cable ties 2"Minimum I IIIIIIIIIII IIIIIIIIIII Cut length Rebar of rebar - /O1RAE REND A & E Version # 551-3416-00 6/15/2017 © Copyright 2016, Reno A&E, LLC All Rights Reserved