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HomeMy WebLinkAboutT-418804Cr- Q < n *'3� rr �0G) x T 11 VJ z*l=: �*Iz fIr � W I- J O 01 N N O N O) N E Q> 0 m 0) 3 U) Q E m V) Q N O N N O N 0 a_ V_ 0 U) L a E E (n U O E DDcuSign Envelope 1D: 5D308A1A-204D-48E8-B823-8A2834BB565E I .I AL INLAY U INAIFE AN, - _ATED PARTS SHALL BE TA. WILD AND POWDER COATED RAL 90057X 'IT B AtiK' 16-.74- 'cISTIU SERIES (017T4) LED I k?ST-TIP LUMINAIRE (M'ATTAR PER PLANS, 4.000K OCR, 120-27N UNIVERSAL DRIVER, NTH VS3AR RIBBED ACRYLIC LENS) Br CYCLONE (OR APPROVED EQUAL), DRIVER SHALL BE INTEGRAL 10 THE nXTURE 't RYINAI BLOCK LOCATED N THE I LURE STREET LIGHT STANDARD DECAL NUMBERING PER STD PLAN 171 or- 14'-0' FLUTED SHAPE, 5" DIAMETER. STRAIGHT ALUMINUM POLE (PDI5-14-B046-RAL9EI05TX-1N43) BY CYCLONE 0, APPROVED EOUAL) Te T ZA' - 05 BARS. �'.f.NI 2' CONDUIT LNLESS r SPACED STALED OTHERWISE dl PLANS - CENTER CONOIAT - IN FOUNDATION H BOLT CIRCLE (DIA PER - ANCHOR SOLI - BASE PLATE DETAIL, \ HIS WEE T) `04 HOOPS O 12- fyUNDATION SECTION 2' CONDUIT UNLESS GROUND POLL TO STATED OTHERWISE ON FOUNDATION PLANS 6' FOUNDATION cAP 3/4' CHAMFER I EXTEND ME CONDUIT 6" WIN BEYOND FOUNDATION OR THE CONTROLLED DENSITY BACKFILL #4 HOOPS O I;' - 8 - 15 BARS, EVENLY SPACED 2 1/2' QR z INS LL GROUC. PROVIDE 1/2" DIA DRAIII _ J- YIN BOLT - TUBE THROUGH (RUM! - PROJECTION - - 3/4' CHAMRR ( Ir_ 24 = C HIGH FOUNDATION L>P -I;LINDATILN LE:AiL 7/8- DIA HOLE 1/4' STEEL PLATE /- 2'*5" HANDHOLE - /- BOLT URCU (ILIA PER BASE PLATE DECORATIVE ALUMINUM CLAMSHELL DETAIL THIS SHEET) or- BASE COVER BD46 BY CYCLONE ANCHOR WO TLMPLAIE DETAIL OR APPROVED FOUAL) POLE BASE EIETAIL TOP Of FOUNDATION r DELE TAIL THIS BASE PERANCHOR BOLT, 4 TOTAL DETAIL. - .,HEEI 3/4' DIA (TYP) 16' PIAMEtER 3/4' HEX WT3, STEL (6 p.:'F AVER REDID PER ANCHOR- BOLD, FLAT WASHERS (6 REQ'D PER ANCHOR BOLT) ANCHOR BUILT A-`.CMHLY PET- ':NATION PER DETAIL-. F.HEE7 FOUNDATION DETAILS POLE ELEVATION n. L ­;H7i_BE s-aL ,;:T __ AI_;A L. FOR F(AA4DAnON CONSTRUCTION NEIGHBORHOOD STREET PUBLIC WORKS PEDESTRIAN LUMINAIRE DEPARTMENT FIXTURE AND POLE DETAILS s S DocuSign Envelope ID:AOA08484.4OB8.4C5D-B9EO-E7OE51967ED2 POLE 2'-0" iLUMNAIRE ARY u-NGTHI ssDw HOLE 2"TANGW - 2SR z�IL L7y / TA CID = N ` POLE (LUMINAIRE ARM LENGTH) 7 TA14GENT 7.5 R 13.5' zT - ,- 3.5' DIA HOLE - z (LUMINAIRE ARM LENGTH) IR S2 1L z POLE C Tn L (LUMINAIRE ARAM LENGTH) --- 46R I 38" 4' 00 HOLE STD. PLAN - 11.6.1 3/13/2019 1 4: DATE DIRECT ACCESS _ TO THE SCREWS BRACKET LEADS _ THIS SIDE WREWAr - 0656• TOP VIEW TERA r-0 BI z CONNE( (LUMINAIRE ARM LENGTH) C 80' R I 46" I wm -- lcc,"r 11 4- DO HOLE ALUMINUM FIN WELDED TO ARM AND POLE CLAMP 'i MIN 01 112' WIREWAY TYPICAL FOR ALL ARMS TERMINAL BLOCK HOUSING DETAIL 22" ROUND CAP & _ _ n W I ALUMINUM SHROUD (BY PIGTAIL FROM FIXTURE MANUFACTURER) TO TERMINAL BLOCK 4' OD HOLE SHALL BE PROVIDED MANUFACTURER SHALL BY MANUFACTURER WELD SHROUD ALL THE WAYAROUND ? FOR TERMINAL - BLOCK DETAIL. SEE S2 THIS SHEET z 8'-0' LUMINAIRE ARM LL (LUMINAIRE ARM LENGTH) a �-CLAW-ON TO LUMINAIRE 301 R 30' LUMINAIRE w - ~�I- CONDUCTORS, x o SEE STD i } , DOME STYLE LED LUMINAIRE (WATTAGE PER PLANS, PLAN 119 g = TYPE 3 IES DISTRIBUTION, 4000K OCT, 120-277V 4- OD HOLE 2 UNIVERSAL DRIVER (7RmA OR LOWER), WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FWURE LUMINAIRE ARM DETAILS LUMINAIRE ARM MOUNTING BRACKET NOTP: DETAILS 1, STD PLAN 117.11117.IA ROADWAY SCALE LUMINAIRE ARM LENGTH SHALL BE 10' OR LESS 2. STD PLAN 117.11117.1A PEDESTRIAN SCALE LUMINAIRE ARM LENGTH SHALL BE 4. OR LESS 3. STD PLAN 117.2 LUMINA)RE ARM LENGTH SHALL BE 4' OR LESS FOR ARTERIAL LOCATIONS. AND 7 FOR DOWNTOWN LOCATIONS 4. TYPE III TRAFFIC SIGNAL POLE LUMINAIRE ARM LENGTH SHALL BE 17 OR LESS 5. POLE AND BRACKET CABLE SHALL BE 10 AWG WITH O D. LESS THAN 0.5 INCHES LUMINAIRE AND MOUNTING T LAN- H7.3 PUBLIC WORKS BRACKET DETAIL �.. DEPARTMENT iVl8rtl11 BStUChc-1/5/2020 I NS 6Fu+t31FD99B4490 DATE BENCHMARK FOUND PUNCHMARK IN 1y4" BRASS DATUM DOME IN CONCRETE MONUMENT IN CASE 0.5' BELOW GRADE OBSERVED HORIZONTAL DATUM: VERTICAL DATUM: (NAD 83/1 1) NAD '83/'91 NAVD '88 N:175866.55, E:1319201.78 A SB UILT ILLUMINATION DETAILS OF SUMPTER SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LUMINAIRE COMPONENTS HEAD MODULE: ROUND SHAPE. A HEAVY SPUN ALUMINUM HOOD, NTH AN ALUMINUM DECORATIVE CUPOLA AND CAST ALUMINUM FINIAL, TOPS AN b4I, INJECTION -MOLDED CLEAR ACRYUC RIBBED (VS3AR) VESSEL. UY POLYMER RESISTANT. THE VESSEL IS MECHANICALLY ASSEMBLED NTH AN ALUMINUM DIE-CAST RING ON THE LOCKING SYSTEM. OPENING SYSTEM: A QUARTER -TURN LOCKING MECHANISM NTH CONSISTENT PRESSURE POINTS. ALLOWS A TOOL -FREE ACCESS INSIDE THE LUMNAIRE, TO THE LIDS AND DRIVER. MADE WTH CAST ALUMINUM PARTS AND SEALED NTH A CASKET COMPRESSION SYSTEM. THE LUMINIARE OFFERS Al• AN IP66 WEATHERPROOF PROTECTION. CONE MODULE: A SPUN ALUMINUM BALLAST HOUSING NTH STAINLESS STEEL CAPTIVE RETAINING LATCHES. CERTIFICATION, MAINTENANCE AND LUMINAIRE CODIFICATION STICKERS ARE LOCATED ON THE CONE. FITTER MODULE: CAST ALUMINUM ALLOY 356 FITTER COMPLETE NTH FOUR (4) ARMS AND ONE DECORATIVE RING. SECURED ON POLE NTH 3 SET SCREDS 5/16-10 UNC. SLIP -FITS ON A 4" OD BY 3' LONG TENON. HEAD MODULE OPTICAUELECTRICAL COMPONENTS LED BOARD: WATTAGE PER PLANS. 40009 (WHITE), SUPER HIGH FLUX OUTPUT AND HIGH LUMINANCE, DESIGN FOR HIGH CURRENT OPERATION. FAST TOOL -FREE MAINTENANCE THAT ALLOWS INDMDUAL REPLACEMENT OF A DEFECTIVE LED BY PULLING OUT THE PROPER UNIT. OPTIC: IES TYPE II (21.), III (31.), V (51.). THE OPTIC'S REFLECTOR IS MADE OF PRE -ANODIZED ALUMINUM REFLECTING SHEETS (56% MIN. REFLECTION), SEGMENTED IN MULTIPLE FACETS AND VENTILATED BY MULTIPLE OPTIC PERFORATION AND BY HEAT SINK RADIATOR TO KEEP THE LAMPS MODULE TEMPERATURE DOWN AND INCREASE THEIR LONGEVITY. THE ORIENTATION OF EACH FACET HAS BEEN METICULOUSLY CALCULATED TO OPTIMIZE THE LIGHT DISTRIBUTION FOR EACH APPLICATION. TWST-LOCK ® DRIVER MODULE: WITH DRIVER, PRIMARY VOLTAGE 120 10 277 VOLTS. 60 OPENING SYSTEM �/ HZ. ASSEMBLED ON A TOOL -FREE REMOVABLE STAINLESS STEEL TRAY WTH QUICK -DISCONNECT CONNECTORS. HIGH POWER FACTOR Of 907. MINIMUM STARTING TEMPERATURE -40T. DRIVER MODULE GENERALIOPTIONS Da MRING/HARDWARE: TYPE FEW 14-7, 12" MINIMUM EXCEEDING FROM LUMINWRE. ALL ELECTRICAL CONNECTIONS BETWEEN MODULES ARE MADE NTH QUICK -DISCONNECT CONNECTORS. ALL EXPOSED HARDWARE IS STAINLESS STEEL. EPDM AND/OR SILICON GASKETING ARE APPLIED. COLOR: RAL9DO5TX (,ET BLACK) FINISH: TEXTURED. APPUCATON OF A POLYESTER POWDER COAT OF PAINT. (5 MILS/127 MICRONS). THE FINISH MEETS THE ASTM G7, 8117 AND DI654 REOUIREMENTS RELATIVE TO SALT SPRAY AND HUDMIDITY RESISTANCE. FITTER MODULE NEIGHBORHOOD STREET STD. PLAN - 116.2 + PUBLIC WORKS PEDESTRIAN LUMINAIRE FIXTURE A ROVED: DEPARTMENT DETAILS 2 aA DocuSign Envelope ID: 5D308A1A-204D-48EB-BB23-8A2834BB565E GENERAL NOTES: 1, ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. Y TRANSPORTATION NOTES STD. PLAN - 135 PUBLIC WORKS R DEPARTMENT AmTOVED: 3/13/2019 1 4 GAZ 8 CA I FOUND PUNCHMARK IN 1y4" BRASS DOME IN 4X4 0.4' BELOW GRADE 37555 (NAD 83/11) N:175852.22, E:1319809.82 TIM REVISION DocuSign Envelope ID. AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 PAW SPECIFICATIONS. ALL LUMINA RE POLE. CAST AL WDIUU BASE PARTS. AND ANY ADDITIONAL EQUIPMENT MOUNTED ON THE POLE SHALL BE FACTORY PRIMED AND POV.OER COATED TO MATCH FINISH COLOR. ALL BANDING AND ALL OTHER MOUNTING HARDWARE SHALL a MATCH KNISH COLOR At FINISH COLOR RAL MDSTX'.ET BLACK' k DECORATIVE LIN94ARE POLE MOTES ROIAO TUBUAR SECT4)N [NO TAPER) DOLE STYLE LW LUMNAAE IVWATTAGE PER PLANS, ADOOK CCT 12P2"V UNIVERSAL DAWER OWWA OR LOWER). WITH FLAT GLASS LENS) BY CYCLONE TOR APPROVED EDUAI) fd DRIVER SHALL BE INTEGRAL TOTHE FIXTURE FOR MOUNTING ARM UMMINAREARI DETAILS SEE STDPLAN 117 3 WIRING PER STD PLAN 119 _ 1 - FORSTREETUGHTSTANUM J DECAL NUMBERING DETAIL REFER TO CITY OF RENTON STD )RAN 121 POLE BHA-T. E003TI ALUMINUM - .. POLE ASSEMBLY HEAT TREATED S� TO T6 CONDITION, 10• BASE DIAMETER. TAPERED BETLVEEN LUWM4AIRE CONNECTIONS b - ROLNO POLE CAP ALUMINIUM SHROUD (BY MANUFACTURER) - DORE STYLE LEI LUMNARE HWATTAGE LUUNAWE ARM PER PUNS, 4 0009 OCT. 12D-ZM LENGTH PER BANS UNIVERSAL DRIVER p5011w01T LOWER). IC MAX WITH FLAT GLASS IBIS) BY CYCLONE (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXIUPE. FOR N MOUNTING ARM DETAILS SEE STD PLAN 29' AT MIT T. WIRINOPERSTDRAN119 I c3 FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A POLE BASE PLATE, FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN 117.1A ISO' 0 � c • DECORATIVE ROADWAY LUUVlRE5 ARE MOUNTED AT 0' . DECORATIVE PEDESTRIAN LUIINARES ARE MOUNTED AT 180' • HANCHOLES ARE MOUNTED AT 18C ORIENTATION LOCATION 9V TOP I. D. OCTAGONAL SPLIT CAST - IRON BASE Y,TH REMOVABLE ACCESS DOOR PAINT SPECIF CATIONS: ALL ALUMINUM LUM NARE AND POLE RELATED PARTS SHAD BE FAC ORY 90' I DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED PRIMED AND POWDER COATED. 180' -0• AT ISO- (UNLESS OTHERWISE LN3-I CO -OR: RAL 9005-X "JE- BLACK" NOTED IN PLANS) 270' o • HANDHOLES ARE MOUNTED DECORATIVE LUMINARE PO_F NOES z 4 • AT 180• PLANT SUPPORT BRACKETS ARE • ROUND TUBULAR SEC -ON ``' a MOUNTED AT O' (UNLESS (NO TAPER) B5 OTHERWSE NOTED ON PLANS) ROUND TAPERED PO-E SEC -ON (0.I4"/FT) ORIENTATION LOCATION ROUND POLE CAP 4, 0„ k25TLLR .S DOE STYLE LED LUMNARE (WATTAGE PER PLANS 4,000K CCT, 120-277Y UNVERSA. DRIVER WTH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). ORVER SHALL BE INTEGRAL TO THE nx%RE. FOR MOUNTING ARV DETAILS SEE STO PLAN 117.3. v 1" DIA IRRIGATION HOLE Wm UDUD- of TIGHT FITTING x l FLEXIBLE CONDUIT. io - DECORATIVE BASE COVER PER se DETAIL THS °NEST 10 4' A 8' REINFORCED ALWIRIII - INSTAII ANCHOR BUT COVERS HANDHOLE OPENING Wt1N IPROYIOEQ BY POLE L16"-18/OLE FOR AGROIWWA MANUFACTURER) CONNECTOR AND FIII&1FI1111p SIDEWALK OR 2r ALUMINUM DOOR WIGABAET ) PLANTER STOP -- �H DECORATIVE BASE COVER i •I ROADWAY - SSLRFACE IS;i LEVEL 1W1ALL GROUT AT CONCRETE PAO'St"ALK PER STD PLAN 12) - i -. BAN OF POLE AMID BASE COVER PROVIDE 17 DIA DRAIN TUBE THROUGH GROUT FOUNDATION PER STRUC'URAL ANALYSIS POLE ELEVATION _ « PUBLIC WORKS DEPARTMENT ARTERIAL STREET DECORATIVE LUMINAIRE POLE DETAILS PLAN - 117 1 __ [[��P OV D: M8 In 56tUChan/5/2020 S1�1844 DATE CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY 8ARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. SURVEYED: DESIGNED: GRL/TDR DRAWN: GIRL CHECKED: TDR BY DATE AP P R APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M INSTALL ANCHOR BOLT COVERS (PROVIDED BY POLE MANUFACTURER) INSTALL GROUT.- PROMDE 1/2' DIA DRAIN VIBE THROUGH CROUT 2.5" r 5' REINFORCED ALUMINUM HANOHOLE COVERED BY 3'X6" LUINUM DIE CAST PLATE ATTAMCHED BY SCREWS IN EACH CORNER. STREET LIGHT DECAL NUMBERING PER DECAL NUMBERING DETAIL, CITY OF RENTON SIC. PLAN 121. 2.5- s 5' REINFORCED ALUMINUM DRIP ACCESS HANDHOLE OPENING ON POLE WTH -%'-16 HOLE ¢ FORA GROUND CONNECTOR, _I FLUSH FITTING ALUMINUM _ DOOR AND GASKET 6" O.D. A 0.250" WALL (PaE) 3" r 6' RDNFORCED ALUMINL HANDHOLE OPENING WTH COVER ON POLE Wm )§'-16 IDLE FOR A GROUND TIP of aDEWALK Y j OR PLANTER N /� "l�' -I FABRICATED ALUMINUM BASE FOR FOUNDA-ION OETA L5, J SEE THIS SHEET POLE ELEVATION 30" 8 - 15 BARS, EVENLY SPACED 2" CONDUIT UNLESS CENTER CONDUIT IN TER STATED OTHERWISE ON PLANS 16-11" DIA BOLT CIRCLE ANCHOR BOLT #4 HOOPS ® 12' FOUNDATION SECTION 2" CONDUIT UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PLANS 3/4" CHAMFER (TYP) V-15" MIN BELOW GROUND, 2•-0' MIN UNDER PAVEMENT EXTEND THE CONDUIT 0 6" MIN BEYONDIA o FOUNDATION OR THE a CONTROLLED DENSITY z BACKFlLL a o a {)4 HOOPS HD 12" � U 8 - q5 BARS, z EVENLY SPACED �+ z41 2 1/2' CLR _ i FOUNDATION DETAIL 1-1/8" DIA HOLE (TYP) �d• 1/4" STEEL PLATE BOLT CIRCLE (DIA SIZE TO LUMINAIRE BASE PLATE DIMENSION) ANCHOR BOLT TEMPLATE DETAIL TOP OF FOUNDATION ANCHOR BOLT, 4 TOTAL, 1" DIA (TIP) 1" HEX NUTS, STEEL (6 REUD PER ANCHOR BOLT), RAT WASHERS (6 REO'D PER ANCHOR BOLT) ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION DETAILS NOTE: NO SONATUBE ALLOWED FOR FOUNDATION CONSTRUCTION ti�Y 0 ARTERIAL STREET STD. PLAN- 117.2 PUBLIC WORKS PPRO D: « « DECORATIVE PEDESTRIAN LUMINAIRE POLE E, $ DEPARTMENT DETAILS ANC - 1 LJ A 70-79 2027 4- 0 0� E/) -F- 00 u 00 ID i7 N LU O� 4- 06 N t__ } 0 U Z Q0 - co E" O 00 CD LO CD L 00 1 0, CD II-- Q j Lr) 3 CN LO uj c > U U-1 Q 0 0 O �CD U 0 _N � - j U 0 0 O 0 0 00 Q w L cN �o I� CD T-418804 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I..L CALL BEFORE YOU DIG: 0 N 1-800-424-5555 DATE: 10/19/2021 w m CITY OF ASBUILT ILLUMINATION DETAILS FIELDBOOK: -1-0 '� RENT 0 N PAGE: 7 S U M P K M G R ESE R PLAT DRAWING NO: c Ld Planning/Building/Public Works Dept. I L-03 5007 E CORAL LANE SPOKANE, WA 99223 SHEET: wC 0F. A7 C �! (� �F m