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19-105427CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: TO FROM: FOR DRC MTG. ON: FILE NUMBER (s) : RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS: ZONING DISTRICT: November 22% 2019 Cole Elliott, Development Services Manager Greg Kirk, Building Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Natalie Kamieniecki, Associate Planner Please provide technical comments via email 19-105427-UP None WELLS FARGO ATM 2300 SW 336TH ST BN PROJECT DESCRIPTION: Installation of freestanding ATM at Twin Lakes Shopping Center. LAND USE PERMITS: PROJECT CONTACT: ANDREA RIOS CIM GROUP INC MATERIALS SUBMITTED: Master Land Use Application Project Request Narrative Title Report Site Photos Site Plans **If you did not receive a document on the above list and would like a copy please let me know** CITY OF Federal Way RECEIVED NOV 12 2019 CiTy CDM UNITY pa Mom. MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT 33325 8"' Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 www.c.ity ffecleralwa .corn APPLICATION NO(s) / 9 5 705 ! i P! Date — id- / 4) Project Name WELLS FARGO BANK NEW ATM -TWIN LAKES SHOPPING CENTER Property Address/Location 2300 SW 336TH ST. FEDERAL WAY. 98023 Parcel Number(s) 132103-9097 Project Description INSTALL ATM WITH NEW ATM KIOSK AND ASSOCIATED WORK. rice-4 1 Type of Permit Required _ Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference X Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only _ Shoreline: Variance/Conditional Use Short Subdivision _ Subdivision Variance: Commercial/Residential Required Information BN Zoning Designation Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): U Occupancy Type VB Construction Type Applicant Name: CIM GROUP, INC. / ANDREA RIOS Address: 960 E DISCOVERY LN City/State: ANAHEIM, CA Zip: 92801 Phone: (714) 956-2827 Fax: (714) 956-8157 Email: arios@cimgroupinc.com Signature: Agent (if different than Applicant) Name: Same as above Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: TL FKC AU LLC - TWIN LAKES VILLAGE Address: PO BOX 997 City/State: SNOQUALMIE, WA Zip: 98065-0997 Phone: Fax: Email: Signature: Bulletin #003 —January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application (:IBAGROUP INC KNOWLEDGE I DUALITY I EXPERIENCE Wednesday, October 30, 2019 City of Federal Way Community Development Department 33325 81 Avenue South Federal Way, WA 98003 RECEIVED NUV 12 2019 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT Request: Use Process I to allow for a ATM Drive -Up Island. Wells Fargo is proposing to install a new drive -up island automatic teller machine at 2300 SW 336th St. in the Twin Lakes shopping center parking lot adjacent to the Jack in the Box. At present the nearest Wells Fargo ATMs are 2.04 miles East at 914 S 34P St, 2.47 miles North-East at 1424 S 3201 St and 4.44 miles North-East at 27525 Pacific Hwy S. The purpose of the new drive -up island ATM is to alleviate ATM usage at the afore noted ATM locations and provide closer access to ATM services and reduce traffic to and from the afore noted ATM locations. The use will be in compliance with all provisions of the City of Federal Way Community Design Guidelines (FWRC chapter 19.115) and shall not cause an adverse impact on adjacent property or properties in the area. Adverse impacts would include, for example: a significant increase in vehicular or pedestrian traffic in adjacent residential areas; emission of odor, dust, gas, noise, vibration, smoke, heat, or glare at a level exceeding ambient conditions; contribution in a measurable way to the deterioration of the area or contribution to the lowering of property values. Yours Sincerely, James C Spix Engineering Project Manager CIM GROUP, INC. CORPORATE OFFICE 960 E. DISCOVERY LANE ANAHEIM, CA 92801-1149 714.966.2827 WELLS FARGO BANK NUV 12 2019 OPT A — Twin Lakes Shopping Center CITY OF H DERAL. WAY UMUNkTY 6EVELQPMENT 1) Parking Lot Entrance 3) Path of Travel to Proposed ATM Lane 2 5) Proposed ATM Lane 2) Path of Travel to Proposed ATM Lane 1 4) Path of Travel to Proposed ATM Lane 3 4 s. l :z �rcr 1 6) Proposed Behind Back Left 1 WELLS FARGO BANK OPT A — Twin Lakes Shopping Center 7) Proposed Behind Back 9) Proposed Drive -Up Lane Exit 11) Path of Travel to Electrical Room 2 maw*fir .. AL r 1 8) Proposed Behind Back Right 10) Path of Travel to Electrical Room 1 2 12) Path of Travel to Electrical Room 3 WELLS FARGO BANK OPT A — Twin Lakes Shopping Center i 13) Path of Travel to Electrical Room 4 15) Path of Travel to Electrical Room 6 r•� 1n4 Ri rp Vr ri ligp 4 um' 's i 14) Path of Travel to Electrical Room 5 x V4G£0 CUIEfl 16) Electrical Room Entrance 17) Electrical Room 18) Meters 1 3 I WELLS FARGO BANK OPT A — Twin Lakes Shopping Center AL 19) Meters 2 1 21) Telco 23) Electrical Circuits 11 - 20) Meter Socket t7< .l 6., 22) Electrical Panel I I 1 El 1 4 WELLS FARGO BANK ATM - TWIN LAKES SHOPPING CENTER & AND E.S. EACH SIDE (R/R) REMOVE & RELOCATE @ AT E.W. EACH WAY (RE) RELOCATED A.B. ANCHOR BOLT EXT, EXTR EXTERIOR RE: REFER TO 1 NOTE # KEYNOTE SYMBOL ABV ABOVE FIN FINISH REINF REINFORCING A.F.F. ABOVE FINISHED FLOOR FLG FLANGE REQ'D REQUIRED AGL ANGLE FLR FLOOR REQM'TS REQUIREMENTS A ALT ALTERNATE FND FOUNDATION RF ROOF BLDG BUILDING F.F., F/F FINISH FACE SCHED SCHEDULE 1 GRID REFERENCE BLKD BLOCKED F.F.O. FINISH FACE OF SIM SIMILAR BLK'G BLOCKING F.O. FACE OF SMS SHEET METAL SCREW BLW, BEL BELOW F.O.C. FACE OF CONCRETE S.O.G. SLAB ON GRADE BM BEAM F.P. FULL PENETRATION SPCG SPACING B.O. BOTTOM OF FRMG FRAMING SQ SQUARE N NORTH ARROW B.O.W. BOTTOM OF WALL FTG FOOTING STGRD STAGGERED TRUE NORTH BOT. BOTTOM GA GAGE STIFF STIFFENER BRIG BEARING GALV GALVANIZED STL STEEL DETAIL # BTWN, BET BETWEEN GRD GRADE STRUC STRUCTURE DETAIL REFERENCE C= CAMBER HDR HEADER STRUCT, STR STRUCTURAL SHEET # C.I.P. CAST IN PLACE HORIZ, (H) HORIZONTAL T&B TOP & BOTTOM C.J. CONSTRUCTION JOINT HGT HEIGHT THD THREAD SECTION C/L CENTER LINE H.S.B. HIGH STRENGTH BOLTS T.O. TOP OF SECTION CLR CLEAR INT, INTR INTERIOR T.O.C. TOP OF CONCRETE SHEET # COL COLUMN JNT JOINT T.O.F. TOP OF FOOTING CONIC CONCRETE JST(S) JOIST(S) T.O.S. TOP OF STEEL ELEVATION CONN. CONNECTION LB, # POUND T.O.W. TOP OF WALL EXTERIOR ELEVATION CONST CONSTRUCTION LG LONG TRANS TRANSVERSE SHEET # CONT CONTINUOUS LONGIT LONGITUDINAL TS STRUCTURAL TUBING, CSK COUNTERSINK MAX MAXIMUM (TUBE STEEL) A'� ELEVATION DBL DOUBLE M.B. MACHINE BOLT TYP TYPICAL ROOM # DIA, 0 DIAMETER MIN MINIMUM U.N.O. UNLESS NOTED OTHERWISE INTERIOR ELEVATION DIAG DIAGONAL NIC NOT IN CONTRACT VERT, (V) VERTICAL SHEET # DLT DEEP LEG TRAC (N) NEW W/ WITH DWG DRAWING O.C. ON CENTER W/O WITHOUT A SCOPE OF WORK NOTE (E), EXIST EXISTING O.H. OPPOSITE HAND W/R WATER RESISTANT DWL DOWEL OVR, O/ OVER WHS WELDED HEADED STUD ROOM EA EACH OPEN'G OPENING W.P. WORK POINT 101 ROOM NAME E.F. EACH FACE PC PIECE W.S. WOOD SCREW EL, ELEV ELEVATION (DATUM) P/L, PLT PLATE WT, WGT WEIGHT O DOOR REFERENCE EMBED EMBEDMENT P.T. PRESSURE TREATED W.W.F. WELDED WIRE (R) REMOVE FABRIC O WINDOW REFERENCE ABBREVIATIONS Dept of Assessments aSE 13-21-03 — s""'' `� ^�� �>a —co,w...ti<a r o`�� �.._wdwu..s,.-_ Iv- 4 _ LA EPA K DIV. BA , t` a x. -f< VV LAGEP`AV.'B VILLA E ALDERBROOK PARK DIV.4 VjLtAdE m _ ,d ^ e. � PARK r V o i F 5 '�� a Gy¢a. i tcar—na.s wmm = * .. ,. �� A•8 A �; � Jay .t s ... 5 z.. sN,• _ A. x I TWIN LAKES HOPPING 4EM'ER SOUTH ' , PARCEL MAP DETAILED PLAN/ ENLARGED AREAPLAN — — PROPERTY LINE CENTER LINE DATUM/BENCH MARK 00 BREAK LINE CONCRETE WALL MASONRY WALL EXISTING 2x4 OR 2x6 WALL TO REMAIN EXISTING WALL/AREA TO BE REMOVED NEW 2x4 OR 2x6 WALL TO BE CONSTRUCTED SYMBOL LEGEND V� ,. 2300 SW 336th St -- 3 SW 34Cth St 5\C, 340th St " y " i. 1� i N '� —e`SW'34b P ,.- TF �_ ... a ...SW- •St•-� i 41. _ VICINITY MAP PROJECT ADDRESS 2300 SW 336TH ST FEDERAL WAY, WA 98023 PARCEL NUMBER 132103-9097 ZONING BN PROPERTY TYPE C OCCUPANCY CLASSIFICATION U CONSTRUCTION TYPE VB LAND Sq.Ft. / ACRES 154,341 Sq.Ft. / 3.54 Ac QUARTER -SECTION -TOWNSHIP -RANGE SE-1 3-21-3 LEGAL DESCRIPTION LOT 3 TGW POR LOT 2 BEG SW COR OF SE 1/4 TH N 00-57-39 E 42 FT TAP ON NLY LN OF SW 336TH ST TH S 88-46-50 E 1035.82 FT TO TPOB TH N 00-58-28 E 169.27 FT TH S 88-47-49 E 250 FT TH N 00-58-28 E 118 FT TH N 88-47-49 W 690 FT TH S 00-58-28 W 240 FT TH S 89-01-32 E 19.0 FT TH S 00-58-28 W 47.22 FT TH S 88-46-50 E 421.0 FT TO POB OF SD LOT 3 KCSP-1 178051 -R REC # 8501140624 SD PLAT DAF - POR OF SE 1 /4 BEG SW COR OF SE 1 /4 TH N 00-57-39 E 42 FT TAP ON NLY LN SW 336TH ST & TPOB TH CONT N 00-57-39 E 286.97 FT TH S 88-47-49 E 1285.89 FT TAP ON WLY LN 21 ST AVE SW TH S 00-58-28 W ALG SD WLY LN 262.23 FT TH ON CRV TO RGT RAD 25 FT THRU C/A OF 90-14-42 ARC DIST OF 39.38 FT TAP ON NLY LN SW 336TH ST TH N 88-46-50 W ALG SD NLY LN 1260.72 FT TO TPOB - AKA LOT B KC-LLA 8606007 APPROVED 6-4-86 - LESS POR FOR RD CODES 2015 International Building Code 2015 International Residential Code 2015 International Mechanical Code 2015 International Fire Code 2015 Uniform Plumbing Code 2015 Washington State Energy Code National Electrical Code (NEC) Amendments PROJECT DATA EXISTING RENDERING ll'c-i" FARGO s PROPOSED RENDERING OWNER TL FKC AU LLC TWIN LAKES VILLAGE PO BOX 997 SNOQUALMIE, WA 98065-0997 PROJECT PROPONENT WELLS FARGO BANK 525 MARKET STREET 21 ST FLOOR SAN FRANCISCO, CA 94105 GENERAL CONTRACTOR CIM GROUP, INC. 960 E DISCOVERY LANE ANAHEIM, CA 92801 714.956.2827 o co N 00 LO , 00 t z Q - LC) rn t w Z LU � X E a, � tiS T .. X c� Cz N CO O o J N L0 �W > 0 U /� V e o T '� w 0 rn 0 a W J w PROJECT TEAM a � W O INSTALL ATM WITH NEW ATM KIOSK AND ASSOCIATED WORK. o z U J a PROJECT OVERVIEW W -� cc W O z SCOPE OF WORK: W • REMOVE (1 1) EXISTING PARKING STALLS. a. C� • DEMO PORTION OF EXISTING ASPHALT. ' • FORM & POUR NEW ATM CONCRETE ISLAND. • INSTALL NEW NCR 6688 ATM. • INSTALL NEW WFB3885 ENCLOSURE. • INSTALL NEW VHD "VEHICLE HEIGHT DETECTOR". • INSTALL (5) NEW BOLLARDS w/ COVERS. W • INSTALL NEW PEDESTAL. �— • INSTALL NEW LIGHT POLE w/ (2) NEW L.E.D. LIGHT z FIXTURES. W • PAINT NEW LANE STRIPING & DIRECTIONAL ARROWS. (� • PAINT NEW "ENTER ONLY" & "EXIT ONLY" LETTERING. ATM AREA: 14.20 SQ. FT. z z a— CL 00 M 00 V Ir a U a - U. W 2 SCOPE OF WORK a j M J M J GENERAL INFORMATION _I Z � a LL AO.0 GENERAL INFORMATION W — 0 W ARCHITECTURAL �— N vi 0 LL A1.0 SITE PLAN A2.1 PLAN VIEW (EXISTING) PLAN VIEW (PROPOSED) DRAWN: A.RIOS JOB: TWIN LAKES GENERAL DETAILS """ SCALE: NOTED Wa D1 REFERENCE DETAILS City of Federaly DATE: 08/13/2018 ELEVATION Dept. of Community Develop, ISLAND DETAILS Permit # ry D2 REFERENCE DETAILS B REV D3 ACCESSIBLE SPECIFICATIONS Date Zr3A ELECTRICAL E1 ELECTRICAL PLAN RECEIVED ELECTRICAL DIAGRAM R REFERENCE DETAILS NOV 12 2019 E2 ELECTRICAL DETAILS ATTACHED CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 1 —7 ENCLOSURE MANUFACTURED DRAWINGS - AO.0 SHEET SCHEDULE of 8 .,acne 1265.52 6,46 I I EXISTING i TRASH BIN 1 I o i 24,525 BLDG. SQ. FT. r'qI I �I I I I PRO CLEANERS H&R BLOCK I KCe L LA. KCe Le .A. 8606007 I—T'T 1 I 1 I 17'-3Q" L"'), J 8501140624 154,341 Sq.Ft. 132103-9097 3.54 A EXISTING CONSTRUCTION TYPE: VB KC.SP. 1 178051 R FIRE HYDRANT OCCUPANCY CLASSIFICATION: U I( 0/ Q v ti ,) Un k2 I NG TRASH BIN GREASE MONKEYe 3 384 BLDG. SQ. FT. 1 00 DENTISTRY I I I EXISTING 1 FIRE HYDRANT �I 1 001 N LO EXISTING ' RANSFORM 1 ( j oo�� I i ��� s, EXISTING / ,`� 1 of 1 � FIRE HYDRANTo0 N 1 00 N l ®® `n1Ln 3-4 1 1 0 I 127' EXISTING `�� TRASH BIN I IT r Ij EW ATM KFC EXISTING om i 2,280 BLDG. SQ. FT, TRANSFORMER I U, 0 I I 1 flQ� 15434' 3.54 / 9097 I m 1 421 LLA - - 25 � 43.1-- EXISTING 20121114001713 FIRE HYDRANT 1301,53 TO CL 21 ST. AVE. S.W. 3 3 6TH ST kr, I 256 RD. ESMT. I 250 - - S 88-47- iin LOT 4 132103-9024 226.13 20121218000290 EXISTING / FIRE HYDRANT I I I I N �1 N 1 I BANK OF 6 67 1 AMERICA 1 15.;'1 39294# 9024 �D w Q U) 0. i- ° r l PLANNING City of Federal Way Dept. of Communi,tyDevelopmerft Permit " 25 7"L". � Date BUILDING SQUARE PARKING REQUIRED EXISTING PROPOSED FOOTAGE CALCULATION SPACES SPACES SPACES 33,829 4/1000 (SECTION 17.27.020) 142 (1:37+5 ADA) 159 (153+6 ADA) 148 (142+6 ADA) PROPOSED SITE CONDITIONS MEET THE PARKING REQUIREMENTS (+6 SPACES) O 00 N O ti , p VQ z v CO LO O� w Zw X � N T a7 C a LL U � (Q 00 07 _J ,, N CO LO � ucc U y O U 0')w O Q T r W O �p O c 0 .0 n z Q d. w C i W z W U i zz Q - m a" p p cr) �R V T _L00 N o cy) Q �coc Cn Q LL W �e Q Q (C) J z � Cn Q L.v _ ocy) W I- N LL DRAWN: A.RIOS JOB: TWIN LAKES SCALE: NOTED DATE: 08/13/2018 REV N SITE PLAN SCALE: 1 "=30'- O Al .0 OF 8 SCOPE OF WORK: 1. EXISTING PARKING STALLS (11) TO BE REMOVED. 2. EXISTING PORTION OF ASPHALT PAVING TO BE REMOVED. 3. EXISTING WHEEL STOPS TO REMAIN. 4. EXISTING PLANTER AREA TO REMAIN. co T 3 1 " vM t Z , v a ''q�__'- o ao N 0) Lo , � a z a (0 Lr) W Z w X w_ eU� � N T �. X 0 LL _ _ co N O7.o Lo w u O z 0C) T IW w co 0 00-1- f---------------------------- - 0 I I I I z 0 3' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 O g' 9' x w Q- 99, 10 N w w z z NG PLAN VIEW Q J J O�EX'ST' SCALE:1 /2" = 1'-0" SCOPE OF WORK: p 1. FORM & POUR NEW ATM CONCRETE ISLAND. D1 2. FORM & POUR NEW LIGHT STANDARD BASE 3 E1 3. INSTALL NEW UTILITY PEDESTAL. 6 E2 4. INSTALL NEW CONCRETE FILLED STEEL BOLLARDS F WITH COVERS. D1 H 5. INSTALL NEW VEHICLE HEIGHT DETECTOR. D2 6. INSTALL NEW NCR MODEL 6688 ATM. E D1 G 7. INSTALL NEW MODEL WFB3885 ATM ENCLOSURE. D2 4 8. INSTALL NEW LIGHT STANDARD. E1 9. INSTALL NEW L.E.D. LIGHT FIXTURES. 5 E1 3' 10. PAINT NEW LANE STRIPING. 11. PAINT NEW DIRECTIONAL ARROWS. 12. STENCIL NEW 12" "ENTER ONLY" & "EXIT ONLY" LETTERING. O�PROPOED PLAN VIEWCALE: 1/2" = 1'-0" 10 ONLY 24' F- N rd fir. jy �Ki� �'• i4h- 2 8 9 0 - Q II 0 0- II II 7 51' 99, 5 " It 10 12 NTE R ONLY 24' APPROVED PLANNING City of Federal Way D.opt. of Community Develop Date rr w z w U r� Z z co � CL p 0 M V00 Q U) w Q 3: LL F- Q J J z�� M �a W > p q I— N L.L DRAWN: A.RIOS JOB: TWIN LAKES SCALE: NOTED DATE: 08/13/2018 REV A2.1 OF 8 (N) VH (N) BOLLARD x5 9'-5" (N) LIGHT ---- STD Im o 00 N °' LO , T 6" 18' ol 2' 2'-X 2' 2' 9 4'-7" 40 4'-8" W 0_ Z ¢ U Ln rn � B W X } 2 � � ¢ T _ 8$tZ " 1 �_22,� 0,� 2,_28„ 8$„ /� T� /"� Q ®� O aj J w (V WELLS _ N T,� BLOCKOUT Nt T o w Uo Y > 0 o Ln CA FA 1L�0 T T -� T _ w ( c O I L WELLS FARGO (N) PEDESTAL T T VHD STANDARD STUB -UP AND ENCLOSURE BOLLARD PEDESTAL RACEWAY GRADE _ rr O J J v #5 @ 8" EACH WY v #5 @ 8" EACH WY 0 TOP & BOTTOM � � TOP & BOTTOM DO •• .: :. '•i 'r - '.' •f 1 is r a , 4 1.. .!. f • T T f N / Lq QD jLL ,�j/// co -� 3" CLR i0 J 7' U 8' 3' U 3" CLR 81„ dLAND (N) 8 co 18' 4' SECTION 'A -A' 4'-7 4, SECTION 'B-B' C PROPOSED ELEVATION VIEW IWNCR NCR SelfSery 88ATM Site Preparation Datasheet (6006-6921-6000) Drive -Up version with CEN Security Enclosure. This Site Preparation Datasheet is to be used in conjunction with the following documents: NCR SelfSery 88 ATM Site Preparation (B006-6586) NCR SelfSery 88 Installation Guide (13006-6590) NCR SelfSery 32, 34 and 88ATMs Site Preparation Requirements (13006-6670) ATM DIMENSIONS 1412 mm (55.59 in.) _ 1046 mm (41.18 in.) including bumper 702 mm (27.64 in.) 1040 mm (40.94 in.) Package Dimensions ATM and Pallet ATM, Pallet and Carton Height 1702 mm (67.0 in.) 1836 mm (72.3 in.) Width 977 mm (38.5 in.) Length 140.5 mm (55.3 in.) Floor Loading uL CEN Grade L Maximum weight 990 kg 1075 kg (2183 lb.) (2371 lb.) Floor loading 1268 kg/m2 _ 1377 kg/m2 (260lb.fftI) (2821b.fft2) E ATM MANUFACTURER DETAILS NOTE: FOR ADDITIONAL STRUCTURAL DETAILS & STRUCTURAL STAMP SEE ATTACHED MANUFACTURER DRAWINGS D I ISLAND DETAILS ENVIRONMENTAL REQUIREMENTS Temperature and Humidity Normal Operating Range Interior Environment Exterior Environment Lobby & Through -the -Wall Freestanding Through the Wall ATMs ATMs Drive -Up ATMs Without air conditioning Temperature 100C to 400C -35°C to 50°C -35°C to 45°C (-317 to 113°F) (dry bulb) (507 to 1047 (-31°F to 1227) With air conditioning See Note 1. See Note 3. -350C to 500C (-317 to 122°F) Relative 20% to 80% 10% to 100% 10% to 100% humidity See Note 2. See Note 3. Dew point temperature 26°C (79°F) max. 26°C (797) max. 26°C (79°F) max. restriction Note 1: If severe environment is fitted, the minimum temperature is 0°C (32°F). Note 2: For Through the Wall ATMs, the humidity inside the building is restricted to a maximum of 30% at an outside temperature of -35°C (-317), with a linear relationship between temperature and humidity to a maximurn humidity at 0°C (327). Note 3: If a passbook printer is fitted, the minimum exten or temperature is 0°C (327) and the maximum relative humidity is 80%. ATM installation through an extehDrwall must meet the requirements of both the Interior and Exterior (through the wall) environments. Storage Range Transit Range Extreme Power On Range (Up To Three Months) (Up To One Week) (Up To One Hour) Temperature -10°C to 50°C -40o C to 600C 0°C to 45°C (14 F to 122 F) (-40 F to 140°F) (32°F to 1137) Relative Humidity 10% to 90% 5% to 95% 10% to 95%. Barometric Pressure Operating and transit limits 105 kPa (15.2 lb. F/in.) to 70 kPa (10.2 lb. F/in.) Equivalent altitude Up to a maximum of 3000 m (9842.52 ft). PHYSICAL SECURITY POWER REQUIREMENTS Voltage transients, line noise, surges, sags, impulses, and spikes may be experienced routinely or sporadically. When such phenomena occur, the use of protective devices may be required to ensure proper operation of the equipment. AC Power Requirements The maximum current. requirements at the stated input voltages are: • 10A at 120V • 6.3A at 230V The maximum inrush current is 100A Input Voltage Setting The ATM can operate from the following input mains voltages: • 90V to 136V at 50,160Hz • 180V to 264V at 50/60Hz. Power Cable The ATM is supplied either as a 120V or a 220-240V unit. 120V ATMs are supplied with a power cable fitted with a NEMA type 5-15P power source connecto 220-240VATMs are supplied with an unterminated power cable. Information about suitable power connectors is supplied with the accessories. The power cable supplied is 3 rm (9.8 ft) in length. If it is necessary to increase this length to meet site requirements, then the extension must satsfy local or country regulations. WARNING This equipment must be grounded (earthed) Grounding Requirements The ATM operates from a single phase, 3 wire supply- live, neutral and ground. The power requirements of this unit will normally permit it to operate within existing wiring configurations and from existing branch mains outlets providing: 1. Where the supply is provided from a general purpose distribution panel, then the other branch circuits from this panel must not be used to support heavy inductive loads such as air conditioners, elevators, Microwave ovens, and so on. Nor may such equipment be operated on the same branch circuit as the ATM. 2. If using distribution panels, all branch circuit grounding conductors must be connected to an insulated terminal strip in the distribution panel. The grounding conductor from the distribution panel to the building ground point must be at least equal in size to the power conductor necessary to supply the NCR system. Note: The building ground point can affect data integrty. For additional information, refer to the Data Line Transient Protection section in the publication 'NCR SelfSery 32, 34 and 38ATMs Site Preparation Requirements'. THE SECURITY SAFE MEETS THE BANK PROTECTION ACT B2 STAT 295, 12 USC 882, A.ND MEETS THE ATTACK TEST PER UL 291-15- THE SAFE DOOR HAS A POSITIVE RELOCKING FEATURE. THE SAFE DOOR IS CONTROLLED BY A GROUP 2 COMBINATION LOCK WITH OR '44fITHOUT KEYLOCKING DIAL CAPABILITY OR OPTIONAL ELECTRONIC LOCK. ALARM PROTECTION THE UL-LISTED SAFE IS EQUIPPED WITH A BASIC ALARM SENSOR PACKAGE. THE BASIC PACKAGE INCLUDES A SAFE DOOR OPEN SNITCH, ALARM SHUNTING SWITCH, AND RATE -OF -RISE HEAT SENSOR, INSTALLER TO DRILL (4) 3/4" DIAMETER HOLES TO BE DRILLED INTO THE CONCRETE ISLAND. ATM TO BE SECURED TO THE CONCRETE ISLAND WITH (4) 3 4" UNC X 6 1/4" WEDGE ANCHORS. BOLT INSTALLATION F I BOLLARD DETAILS APPR PLAW;,4 wu' City of Federal Way Dept. of Community Developmi - Permi _05 Z l_u B Date 0 w^J v / O M W �^ O =' J Q nQLU z � o ®w C) � � C) Q � z w UJ-Jw Q z Lu . C� W I-- z w CU zz M� W 0- 0 p M V ^ 00 cr) V J r/1 Vj "J Q LL Q ._I C i Q W —' o W to I— O N W DRAWN: A.RIOS JOB: TWIN LAKES SCALE: NOTED DATE: 08/13/2018 REV 7.000" 4.937" a Io 72. 000" 55.000" Ltd r co 7.000" 4,937" G I ATM ENCLOSURE SPECIFICATIONS (FOR REFERENCE ONLY) (4) 1 " BOLTS BY OTHERS (4) #4 VERT - 2'-O" PIVOTING CLEARANCE B,AR $Y OTHERS 9, BACK OF CURB Q� FOUNDATION DETAIL 1 /2"=1 °-O" I. THI5 FOUNDATION 15 M516NED TO BE USED WITH A PIVOTIN6 CLEARANCE BAR BY UNI-STRUCTURES INC. 8540 COBS CENTER DRIVE 5TE 100 KENNE5AW 6A 50152 2. THE EN61MM-RS STAMP ON THIS PAGE 15 FOR THE FOUNDATION ONLY. THE PIVOTING BAR AND ANCHOR BOLTS ARE BY OTHERS. Ltd. t W" DE51 GN CRITERIA TH15 FOUNDATION HAS BEEN DESIGNED TO MEET THE FOLLOWING CRITERIA: SNOW LOAD 50 P5F WIND SPEED 150 MPH SEISMIC COEFF ISA WORST CASE MAX. IMPACT FORCE 650LBS @ Y ABOVE ANCHORS ANY USE OF THIS DRAWING FOR A LOCATION OTHER THAN THE LOCATION INDICATED BELOW 15 PROHIBITED AND WILL MAKE THESE DRAWINGS INVALID. GENERAL NOTES: 1. CONSTRUCTION SHALL CONFORM TO THE LATEST STATE BUILDIN6 CODE. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE .JOB. FOUNDATION5: I. EXCAVATION5 SHALL BE CLEANED OF ALL DEBRIS. STANDING WATER SHALL BE REMOVED. 2. FOUNDATIONS DESIGNED USING THE FOLLOWING VALUES FROM 2004 IBC TABLE 1806.2: ALLOWABLE PRESSURE: 1500 P5F PIER LATERAL BEARING: 100 PSFx2*=200 PSF/FT OF DEPTH *INCREA5E ALLOYED PER 1506.5.4. GONGRETE 4 RE I NEORCf I NG 5TEEL: I. CONCRETE CON5TRUCTION SHALL CONFORM TO ACI 5I5-08. 2. THE MIN 26 DAY 5TRENGTH 4 TYPE OF CONCRETE SHALL BE AS FOLLOWS: FOUNDATIONS 3000 PSI (150 PCF) H VHD "VERTICAL HEIGHT DETECTOR" SPECIFICATIONS 00 0 N SEE A I Of 2 Ln cn 7 00011 + 72.00Q" 55.000" LOAD i NYLON N END TUBE TO PREVENT VG TUBE ADS NOTE TO INSTALLERS: INSTALL (3) CARRIAGE BOLTS FROM BOTTOM-UP(AS SHOWN) 3" X 5" ACCESS TO ELECTRICAL ON BACKSIDE OF PYLON POLE COVED..._-_ TO MOUNT OVER BOLTS CONCRETE nBFLOYILCURB INTRACTOR: 'LON HEIGHT 9'-0" ACCORDING TO CLEARANCE, GRADE TO BOTTOM OF CANOPY, YOU WILL NEED TO ADJUST THE HEIGHT OF THE CAGE TO CORRECTLY CALCULATE THE DISTANCE BETWEEN THE TWO. THERE MUST BE AT LEAST 3. OF BOLT THREAD ABOVE THE BASE PLATE - RA A790 i ,7 0" Left Side Mew T-1 —6 16" CENTER OF PLATE ~ TO BACK OF CURB Cn LOOP UNDER PAVEMENT 1 FOUR (4) J-BOLT ANCHOR ' SUPPORTS WELDED, ASTM. A307 CAGE SUPPLIED BY US[ 9'-0" JRB �1---*h; PLANNI, City of Federal Nay .Dept. of Community Development Permit to ' vi Vf __rr 3 17,qfP_ VU o 00 N rn `n � w w Q U LO ¢ Zw X =cz 0.� Q LL ®� cz cj N � OLLI C3 � N L, w U O 0 Ne v rr W ry- W ::D C i U a QU) or LL W D Q z z �-- W Q LiJ CD 2 c Ir W f-- z W U Zz Q - m � OO co c) _ 0 Ir Q Cl) � a W VJ J Z � Q W — (/)CC ow o N LL DRAWN: A.RIOS JOB: TWIN LAKES SCALE: NOTED DATE: 08/13/2018 REV 2 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 220 Automatic Teller Machines and Fare Machines 220.1 General. Where automatic teller machines or self-service fare vending, collection, or adjustment machines are provided, at least one of each type provided at each location shall comply with 707. Where bins are provided for envelopes, waste paper, or other purposes, at least one of each type shall comply with 811. 308 Reach Ranges 308.1 General. Reach ranges shall comply with 308. 308.2 Forward Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground. 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 308.3 Side Reach. 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. EXCEPTIONS: 1. An obstruction shall be permitted between the clear floor or ground space and the element where the depth of the obstruction is 10 inches (255 mm) maximum. 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximum. 309 Operable Parts 309.1 General. Operable parts shall comply with 309. 309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. 707 Automatic Teller Machines and Fare Machines 707.1 General. Automatic teller machines and fare machines shall comply with 707. 707.2 Clear Floor or Ground Space. A clear floor or ground space complying with 305 shall be provided. EXCEPTION: Clear floor or ground space shall not be required at drive -up only automatic teller machines and fare machines. 707.3 Operable Parts. Operable parts shall comply with 309. Unless a clear or correct key is provided, each operable part shall be able to be differentiated by sound or touch, without activation. EXCEPTION: Drive -up only automatic teller machines and fare machines shall not be required to comply with 309.2 and 309.3. 707.4 Privacy. Automatic teller machines shall provide the opportunity for the same degree of privacy of input and output - I ACCESSIBLE SPECIFICATIONS available to all individuals. 707.5 Speech Output. Machines shall be speech enabled. Operating instructions and orientation, visible transaction prompts, user input verification, error messages, and all displayed information for full use shall be accessible to and independently usable by individuals with vision impairments. Speech shall be delivered through a mechanism that is readily available to all users, including but not limited to, an industry standard connector or a telephone handset. Speech shall be recorded or digitized human, or synthesized. EXCEPTIONS: 1. Audible tones shall be permitted instead of speech for visible output that is not displayed for security purposes, including but not limited to, asterisks representing personal identification numbers. 2. Advertisements and other similar information shall not be required to be audible unless they convey information that can be used in the transaction being conducted. 3. Where speech synthesis cannot be supported, dynamic alphabetic output shall not be required to be audible. 707.5.1 User Control. Speech shall be capable of being repeated or interrupted. Volume control shall be provided for the speech function. EXCEPTION: Speech output for any single function shall be permitted to be automatically interrupted when a transaction is selected. 707.5.2 Receipts. Where receipts are provided, speech output devices shall provide audible balance inquiry information, error messages, and all other information on the printed receipt necessary to complete or verify the transaction. EXCEPTIONS: 1. Machine location, date and time of transaction, customer account number, and the machine identifier shall not be required to be audible. 2. Information on printed receipts that duplicates information available on -screen shall not be required to be presented in the form of an audible receipt. 3. Printed copies of bank statements and checks shall not be required to be audible. 707.6 Input. Input devices shall comply with 707.6. 707.6.1 Input Controls. At least one tactilely discernible input control shall be provided for each function. Where provided, key surfaces not on active areas of display screens, shall be raised above surrounding surfaces. Where membrane keys are the only method of input, each shall be tactilely discernable from surrounding surfaces and adjacent keys. 707.6.2 Numeric Keys. Numeric keys shall be arranged in a 12-key ascending or descending telephone keypad layout. The number five key shall be tactilely distinct from the other keys. 707.6.3 Function Keys. Function keys shall comply with 707.6.3. 707.6.3.1 Contrast. Function keys shall contrast visually from background surfaces. Characters and symbols on key surfaces shall contrast visually from key surfaces. Visual contrast shall be either light -on -dark or dark -on -light. EXCEPTION: Tactile symbols required by 707.6.3.2 shall not be required to comply with 707.6.3.1. 707.6.3.2 Tactile Symbols. Function key surfaces shall have tactile symbols as follows: Enter or Proceed key: raised circle; Clear or Correct key: raised left arrow; Cancel key: raised letter ex; Add Value key: raised plus sign; Decrease Value key: raised minus sign. 707.7 Display Screen. The display screen shall comply with 707.7. EXCEPTION: Drive -up only automatic teller machines and fare machines shall not be required to comply with 707.7.1. 707.7.2 Characters. Characters displayed on the screen shall be in a sans serif font. Characters shall be 3/16 inch (4.8 mm) high minimum based on the uppercase letter "I". Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. 707.8 Braille Instructions. Braille instructions for initiating the speech mode shall be provided. Braille shall comply with 703.3. BRAILLE DIMENSIONS DOT BASE DIAMETER DISTANCE BETWEEN 2 DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DOT HEIGHT DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW .059-.063 .090-.100 .241-.300 .025-.037 .395-.400 ATM BRAILLE DECALS REMOVE STATEMENT . . ... . . .. .. . • • • • • • • • • • • • INSERT CARD REMOVE CASH DEPOSIT CHECKS DRIVE THRU ATM IS EXEMPT FROM SECTION 707.2 (REF: 305). CLEAR FLOOR SPACE & GROUND SPACE. DRIVE THRU ATM IS EXEMPT FROM SECTION 707.3 (REF: 309.2 & 309.3). OPERABLE REACH. DRIVE THRU ATM MEETS SECTION 707.3 (REF: 309.4). OPERABLE PARTS. DRIVE THRU ATM MEETS SECTION 707.4. PRIVACY. DRIVE THRU ATM MEETS SECTION 707.5. SPEECH OUTPUT. DRIVE THRU ATM MEETS SECTION 707.6. INPUT. DRIVE THRU ATM S EXEMPT FROM SECTION 707.7.1. DISPLAY SCREEN. APPROVEL)l DRIVE THRU ATM MEETS SECTION 707.7.2. DISPLAY CHARACTERS PLANNING DRIVE THRU ATM MEETS SECTION 707.8. BRAILLE INSTRUCTIONS. City of Federal Way Dept. of Community Development Permit# ,.U�-2Z Vw Z Zw Fr w x w a J Q O C7 w c� cc o w 0 O Z Y r n U) V ♦ - W Q O W Z r) W W J J coW W r -n n rU) v/ CrU) // W W U U U U Q Q W Z W CU ZZ Ma- W CL 00 rr vJ � se W VJ J •-� Z W F- o LO 00 , N OD (3) U a = x CU CZ C u_ Q N CO 00 J N LO > a7 O d U r O � W N 0 0 N 00 0) Q 07 f- Q CM J � W O t) N LL DRAWN: A.RIOS JOB: TWIN LAKES SCALE: NOTED DATE: 08/13/2018 REV D3 OF 8 3/4"C (2) #10 THWN (ATM) (1) #12 THWN GRND (ATM) (2) #12 THWN (ENCLOSURE) (1) #12 THWN GRND (ENCLOSURE) 1 I ELECTRICAL PLAN �— 3/4" C (2) #12 THWN (1) #12 THWN H} =>WOO 3 VERTICAL TIES CLOSED TIES PIER SECTION 25'-0" MAX HEIGHT OF LIGHT POLE WITH COVEDR OLE /—TO REBAR IN FOOTING GROUND LUG W/ #8 G CU (4) 3/4"Ox30"x3" EMBED (MIN) A307 ANCHOR BOLTS W/ LEVEL'G NUTS & WASHERS AT EHEX ENDS -ARRANGE TEMPLATE PER LIGHT POLE MFG. SPECS -BOLTS MUST BE SPACED ON A 8" BOLT CIRCLE MIN. CD CV 1 112" NON -SHRINK GROUT UNDER BASE 4'E (3) #3 CLOSED TIES W/ 1350 BENDS W/ IN TOP 6" OF PIERS GROUND LUG (4) #5 VERT. BARS GRADE 40 W/ 900 BENDS & 8" MIN - TAILS X . - #3 CLOSED TIES W/ 135° BENDS SPACED C) 12" O.C. FULL DEPTH c� 3/4"0 CONDUIT 24 (2) #10 THHN (1) #10 THHN GRND LIGHT STANDARD BASE 31 LIGHT POLE SPECIFICATIONS NEW ATM PS4-11-20 D2 Project: Prepared By: Lamp Info Type: Wafts- Shape/Size: Base- 1q0 ANSI: Hours: Square steel poles drilled for 2Area Lights at 180". Designed for ground Lumens - mounting. Poles are stocked nationwide for quick shipment- Protective LarT� Lumens_ packaging ensures poles arrive at the job site good as new_ Efficacy Color: Bronze Weight 137.0 Ibs Technical Specifications Listings weight: CSA Listed: 137 lbs. Suitable for wet locations. Gauge: Construction 11 Shaft: wall Thickness: 46,000 p.s.i, minimum yield. 1/8"- Hand Holes: S haft Size: Reinforced with grounding lug and removable 4'_ cover. Hand Hole Dimensions: Base Plates: 3' x 5". Slotted base plates 36,000 p_s.i. Bolt Circle: Shipping Protection: 8 1 /2" _ All poles are shipped in individual corrugated cartons to prevent finish damage. Base Dimension: Color: 8" Bronze powder coating. Height: 20 FT. 4 I LIGHT STANDARD BASE Type: Date: Ballast Info N/A Type: OW 12OV_ N/A 208V: N/A 24OV: WA 2TTV: N/A Input Watts: WA N/A Anchor Bolt: 1 "C 6 THWN HWN GRND WA WA WA WA WA OW Galvanized anchor bolts and galvanized hardware and anchor bolt template. All bolts have a 3" hook. Anchor Bolt Templates: WARNING Template must be printed on I I" x 17" sheet for actual size_ CHECK SCALE BEFORE USING. Templates shipped with anchor bolts and available. Pre -Shipped Anchor Bolts: Bolts can be pre -shipped upon request for additional freight charge. MaxEPA's/Max weights: 70MPH 8.3 ft f240 lb 80MPH 5.6ft 11651b 90MPH 3.6ft /1101b 100MPH 22 ft /75 lb 11 OMPH LO ft_/45 lb 120MPH 02 ft 120 lb - Other Terms of Sate: Pole Terms of Sale is available Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be ccmpliant with the Buy American Ad (BAA)_ Please contact customer service to request a quote for the product to be made BAA compliant_ U EXISTING UTILITY SERVICE 1 "C (2) #6 THWN (1) #10 THWN GRND 3/4"C (2) #12 THWN (1) #12 THWN GRND I I M I 3/4"C I (2) #10 THWN (1) #12 THWN GRND I 20A I 20A I 30A i PEDESTAL 208V/120V 100A NEW 'ATM' NEW 'ENCLOSURE' NEW 'LIGHTING' 120-208 30AMP 120-208 20AMP 120-208 20AMP SCALE: 1/8'1 = 1'-01, 1 21 SINGLE LINE DIAGRAM PS4-11-20 D2 Dimensions 20' 18' FI Features Designed for ground mounting HeavydutyTGIC polyester coating Reinforced hand holes with grounding lug and removable cover for easy wiring access Anchor Bolt Kit includes pole cap and base cover (sold separately) Custom manufactured for each application Type: Date: r't•, Job Name: Contractor: or Catalog No.: Orbit Induratriem, Inc. Notes: LFL8 Series - 15OW Descriptions The LFL8 Series are powerful LED Area Lights ideal for outdoor applications such as exterior building righting, roadways, loading docks, or parking areas. Compared to traditional area lighting, the slim design of these Ultra -Bright LED Area Lights makes them lighter in weight, easier to install. Unlike other Area Lights, the LFL8 can be mounted and wired without having to access inside the fixture making the installation process even faster. Motion Sensor optional. UL listed for Wet Locations. DLC Premium Listed. General Specifications so,) Input Voltage 120-277V LFL8-SF LFL8-T LFL8-PM LFL8-YK Electrical Input Power 150W *Mounting options (sold separately) _..------- ---------- , Power Factor > 0.9 i Dimensions Light Output Total Lumens Efficacy - CRI Color Temp.. _ BUG _ Distribution Type: Equivalent': 205821m m e riousingi AUl 1L Ule _aST Aluminum A x B x C: Finish. UV Resistant Bronze Powder Coat 15OW: 11" x 11-3/8" " x 3-112 Finish Photometrics High Light Transmittance Physical Lens Material I 6 5 4 isoto«cr t 3 2 9 e 1. z J 5 - - Polycarbonate Lens __ House Side AmbientOperating Templ -40*C/ 40°Fto_40*C/_104*F5 Mount (Sold Separately) Slip Fitter, Trunnion, =.3 Yoke, Post Mount z Other Certification cULus E335594, DLC Premium T eI� __-- — yp I — r — ; -- --- Type II --- ------------------ -_,_--- ► Lifespan: 50,000 hrs ► Accessories (Sold Separately): =TypeIIl -- .s i 3 Ty�Iy-------- -------------------- Motion ► Beam Angle: W x 120° Sensor: llAAAS-R 4 ► Warranty: 5 Year Limited Warranty Remote Control: MI11lS-RC 5 stYeIt SI& g 6 El 20 fc 2.5 f� 0.2 fk ► Dimmable to 10% .IOfc ■rfc 0.1 fc Total UP: 0.69 ■ 5 k 0.5 k ■ 50% Max Cd C �L r Dsta Ke n units of mount hei*t (20ft) --- Max Cd ► UL listed for Wet Location MMS-R MMS-RC PHILiPS 1 L_ U M I L E D S IP65 IItIIIYS LM79 Item No. DescriPibn Std. Pkg. LFL8-15OW-H LFL8 SLIM LED AREA LIGHT HOUSING ONLY, 15OW 120--277V 5000K-BRONZE 1 LFL8-SF SUP FITTER FOR LFL8 SERIES 5 LFL8-T TRUNNION MOUNT FOR LFL8 SERIES t0 LFL8-PM POST MOUNT FOR LFL8 SERIES 8 LFL8-YK-80 YOKE MOUNT FOR LFL8 8OW-150W 1 Q .� a "a AF hU, U.S.A. ®1-800-90-oRBlr * www.orbit 1 4 ,1 51 LIGHT FIXTURE SPE City of Federal Way CD 00 N LO to CO Uz Q U LO d1 I11 Z IA X I_ N T x a } — _ Q CU '� N Oo J N LO �W > o U d /� Vz o °' W 0) a- `W 1 Z W U z Z - %< W O O CM !� t.J N O 00 M �^ V1 1 IJ Q Q � co J z_ Q W Oo � 3: F-- N II DRAWN: A.RIOS JOB: TWIN LAKES SCALE: NOTED DATE: 08/13/2018 REV El ,F 8 Date 2 ` -ZO "A" Style 16" Metered Commercial Pedestal HINGED DEMAND METER RESET COVER WITH WINDOW REMOVEABLE TEST BYPASS • 0 BLOCK COVER • (1F APPLICABLE) PRINT POCKET 0---7 Iu � OO 0 PADLOCK BRACKET EXTENDS THROUGH 42OF DOOR FOR n n n � SECURITY n HINGED EXTERIOR DOOR WITH DOOR STOP TO HOLD DOOR IN OPEN POSITION HINGED DEADFRONT CPA 6PDMNT-CALT MOUNTING BASE �' I FULLY HINGED METER SECTION COVER 4 I I I I I I I I 1 1 r77r CP-16PDMNT-CALT MOUNTING BASE PHOTO CELL WINDOW WITH SHIELD (IF APPLICABLE) 1li3fPOP 15, �+14112` I 13' 1 If UTILITY SECTION 14 112' 9 V4' 16' 12114� CUSTOMER 215" UTILITY TERMINATION LANDING MIN. - --- !- 7 —7�+ :9. . _ +(.: LIFT-OFF SERVICE ANCHOR BOLT COVER MOUNTING HOLES PEDESTAL MOUNTING HOLES 3` RECOMMENDED MIN. FOUNDATION EXTENSION ALL SIDES. 6' REC. Pad Mount Base or (4) 5/8-11 X 18" Anchor Bolts Recommended 61 UTILITY PEDESTAL SPECIFICATIONS Catalog Number: 120/240 VAC, 1-phase, 3-wire; 100 Amps Maximum, (see Main circuit breaker rating) Rainproof - Type 3R, Steel (G90) Enclosure, painted MINT GREEN CP31351119A42SP9 Enclosed Industrial Control - Suitable ONLY for Use as Service Equipment The short circuit current rating is 42,000 RMS symmetrical amperes maximum at 240volts maximum, in accordance with the table below, but is limited to the lowest short circuit rating of any installed circuit breaker. Watthour meter is not included in the short circuit rating. Replacement circuit breakers must be of the same type and rating. 11ACTCDc;n r`It7f I IIT niQF_r`TnPv No. Amp. Poles Circuit Description No. Amp. Poles Circuit Description 1 3 100 2 Main 2 THIS SPACE NOT AVAILABLE 4 THIS SPACE NOT AVAILABLE 5 30 1 ATM-1 6 THIS SPACE NOT AVAILABLE 7 20 1 ATM-2 8 THIS SPACE NOT AVAILABLE 9 20 1 AB-244-1 10 THIS SPACE NOT AVAILABLE 11 20 1 AB-244-2 12 THIS SPACE NOT AVAILABLE 13 20 1 1 AB-244-3 14 THIS SPACE NOT AVAILABLE 15 20 1 AB-244A 16 THIS SPACE NOT AVAILABLE 17 20 1 General Use 1 (Siemens Type: QPF) 18 THIS SPACE NOT AVAILABLE I 20 1 General Use 2 (Siemens Types QPF) 20 THIS SPACE NOT AVAILABLE 21 20 1 22 THIS SPACE NOT AVAILABLE 23 20 1 24 THIS SPACE NOT AVAILABLE AIC RATING MAIN BRANCHES MILBANK TYPE MOP; SIEMENS MILBANK TYPE: MQP; SIEMENS TYPE: QP (1-POLE 70A 10 TYPE QP; CUTLER HAMMER TYPE MAX), QT, QPF; CUTLER -HAMMER TYPE: BR, QFCB, HQP, HQP, BR; GE TYPE THQL QPGF; GE TYPE TQL, THQL, THQL-GF MILBANK TYPE MQPH; SIEMENS MILBANK TYPE: MQPH; SIEMENS TYPE: QPH (1-POLE 22 TYPE QPH; CUTLER HAMMER TYPE 70A MAX), QPHF; CUTLER -HAMMER TYPE: BRH, QPHW, QPHW, BRH; GE TYPE THHQL QPHGF; GE TYPE THHQL, THHQL-GF SIEMENS QPH SIEMENS TYPE: QP (1-POLE 70A MAX), CT, QPF 22 SERIES CUTLER HAMMER TYPE QPHW CUTLER HAMMER TYPE HQP, QPGF RATED GE TYPE THHQL GE TYPE THQL SIEMENS TYPE HQP; CUTLER SIEMENS TYPE: HQP (1-POLE 70A MAX); CUTLER - 42 HAMMER TYPE QHPX HAMMER TYPE: QHPX 42 SIEMENS TYPE: QP (1-POLE 70A MAX), QPH, QT, QPF, SERIES SIEMENS HQP QPHF RATED Terminal Information. Use AUCU conductors FIELD WIRED CONNECTORS BUS CONNECTIONS For Equipment Ground ONLY, multiple conductors in a single opening are pennissable as indicated bebw SLOTTED HEAD SCREWS THREADFORMING SCREWS Socket q AWG To ue Lb: In. Tor q AWG W1e Small Large SCREW MATL Lb -InIn.. Se Lbr-Itn�. Size Hole Hole Wire Size Small Hole Large Hole 5116. 275 #14-10 20 35 10-24 AL 30 #14-10 1-2 1-2 vs8 375 #8 25 40 10-24 CU 50 IIT 500 #6 35 45 1/120 AL 50 #10 1 3 9/16" 600 #4 - 45 1/r20 CU 72 N-6 1 1 #3-1/0 - 50 #4 - 1/0 1 Sheet 1 of 2 IN U.S.A. Circuit breaker handle trip position is between "ON" and "OFF". To reset breaker, move handle to the full "OFF" position, then to full "ON". Shipping may loosen electrical connections. CHECK TIGHTNESS BEFORE ENERGIZING. BONDED NEUTRAL — Remove neutral load conductors for test purposes only! FIELD INSTALLED conductors shall be 60°C, 75°C, or 90°C, sized to 60°C rating for 110 amps or less; and 75°C or 90°C for 125 amps and above. MIMILBANIC Catalog Number: CP3B51119A42SP9 Meter Socket 200 Amps Continuous (1009722) CAUTION: Lever By-pass. Circuit may W _ We with meter removed. Meter is bypassed I when handle is M2 rotated upward. —MI A G B 0_ 0', 0" - OA N OB Service Termination Section (1114904) MADE IN U.S.A. W MIN, CLRANCE MOUNTING BASE DETAIL REQUIRED PER N.E..0 11&1(D' TYPICAL FRONT & BACK ENCLOSURE DEPTH 120/240 VAC, 1-phase, 3-wire; 100 Amps Maximum, (see Main circuit breaker rating) Rainproof -Type 3R, Steel (G90) Enclosure, painted MINT GREEN Enclosed Industrial Control - Suitable ONLY for Use as Service Equipment Nlal ITI 11 NINI I CD rfl X X X X X X X X X X X X 0 20 Amp G Class CC Fuse (1124484) 0 D 17 1 0o 5.20 (1047334) N G 20 Amp V Class CC Fuse o .o (1124484) O O p 19 1 N - 5-20 (1047334) N N1 • •••()••• • • o I (1047063) SERVICE _ GROUND CUSTOMER BARRIERED SECTION I I I I II I I o U } I W I Q W I � Q_ I I I I I I I I I I II I Sheet 2 of 2 CP3B1 1519ASP16 SIDE VIEW 18 of Top (457mm) UTILITY TERMINATION LANDING. LIFT OFF SERVICE I I COVER +h9TH HANDLE. I I CUSTOMER PADLOCKABLE. ! SECTION 1< SERVICE 23 TERM SECTION I (584mm) I PADLOCK I I I I I j BRACKET j GRADE 3" (76mm) RECOMMENDED MINIMUM FOUNDATION EXTENSION ALL SIDES 67 (152mm) RECOMMENDED MINIMUM FOUNDATION DEPTH BELOW GRADE LEVEL. 36" (914mm) MINIMUM PEDESTAL CLEARANCE TYPICAL FRONT AND BACK REQUIRED PER N.E.C. 110-16. (4) 5/8-11 X 18 (450mrn 16UNC) ANCHOR BOLTS RECOMMENDED. (Place r, rpper rat corner of customer section) SERVICE GROUND PnMILBANK7 TYPICAL CONSTRUCTION & INSTALLATION DETAILS PADLOCK BR) EXTENDS THR DOOR FOR SE( HINGED DEADF HINGED EXTERIO MEANS PROME HOLD DOOR IA POSITION BASE RECOMMENDED M( BASE ENCLOSI CONCRETE CONCRETE FOUNDATION SERVICE CONDUIT — MOUNTING BASE DETAIL (TOP VIEW) ❑ SERVICE TERMINATION UNE SECTION/416 F(24 (406mrn) CUSTOMERm) SECTION 141/2 LO(366mm) GROUND ROD 13 (330mm) 14 1/2 (Were 15 (381mm) 16 (406mm) O PEDESTAL MOUNTING HOLES ❑ ANCHOR BOLT MOUNTING HOLES FRONT VIEW 16 (406mm)� D JITS ?OD WITH CLAMP 120" 3000mm) OPTIONAL NO BASE, MOUNT MOUNTING FOUNDATION. DIRECTLY ON 3 (76mm) I •, 6' (152mm) Minimum jl; But should encase anchor bolts ' : I I • 71 ' 17minimum •:� I - ::� �..: e'. for CP-ABK5/8 `a 1 APPROVED PLANNING ..City, of Federal Way Dept. of Community Development Permittl M'_1 q71- V A o 00 N 0) LO , r 0z U 1 LO d w Z Lu X E O -O r X a. } a LCLZ _ _ CZ OD OD .J N L0 w J ?� CD i O U 0) d 0z o T w o C: CL W Z W UR Z Z CL 0 0 M 00 V J VJ Q WU. Q v, J Z � � Q W _ � C) o0 rr co Uj IL DRAWN: A.RIOS JOB: TWIN LAKES SCALE: NOTED DATE: 08/13/2018 REV