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Home My WebLink AboutLARGE FORMATb c+ m c: .a 4 Y Q 41 ~O 0. v ar3.U-- ar3.U-- Om 0 cm m g hJ i,( (D co ZA Iz- O %4F' t�JlCi�r �7,'1 �tiii S °F s REG. �i0• . —SGMH R40=385.09 IE24: 'MP (E )=377.6 E12"C;M', 'NE)=381.49 "�.. IE24"'MP (NW)-377.39 �: •. i LLJ I CD � OD I I \� I I U I I I I to I o I � z 0 tri 0 i CB R€M=3f88.'.w 1 12'�iP;r�')-3vS6.I1 I1 cPvC(-w)= 386.04 J I ......._........._............2 T.E.S.C. LEGEND EXISTING CATCH BASIN EXISTING STORM PIPE EXISTING GRADE CONTOUR EXISTING GRADE SPOT ELEVATION DEMOLISH ASPHALT PAVEMENT TEMPORARY BMP - CATCH BASIN INLET PROTECTION SURFACE FLOW DIRECTION LANDSCAPING/IRRIGATION TO BE REMOVED SAWCUT LIMIT CONSTRUCTION FENCE SANDBAGS J e..'f: �2Q' 5 DEMOLITION CALLOUTS: 0 SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW WORK. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAWCUTTING REQUIREMENTS. REMOVE EXISTING ASPHALT PAVEMENT AND BASE ROCK. MATERIAL TO BE DISPOSED OF OFF -SITE. NOTE: CONTRACTOR TO COORDINATE WITH SOILS ENGINEER ON POSSIBLE REUSE OF BASE ROCK MATERIAL. (D REMOVE EXISTING CURB TO LIMITS SHOWN ON THIS PLAN. CURB TO BE DISPOSED OF OFF -SITE. (D DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. SEE IRRIGATION PLAN FOR REMOVAL AND/OR SALVAGE OF EXISTING IRRIGATION PIPING VALVES, ETC. SEE LANDSCAPE PLAN FOR REPLANTING OF DISTURBED AREAS ALONG PERIMETER OF WORK. 5O REMOVE EXISTING PAVEMENT MARKINGS BY SANDBLASTING. SEE ARCH. PLANS FOR NEW PAVEMENT MARKINGS AND SIGNAGE. aRELOCATE EXISTING "NO PARKING" SIGN TO BACK OF NEW CURB. 0 TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK), FIELD VERIFY AND CONFIRM EXACT LOCATION WITH STORE MANAGER. TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH STORE MANAGER. APPROXIMATE LOCATION OF TANK HOLE EXCAVATION WITH SIDE SLOPES PER SOILS ENGINEER RECOMMENDATIONS. 10 DEMOLISH EXISTING CONCRETE CURB AND/OR SIDEWALK AND DISPOSE OF OFF -SITE. 11 SANDBLAST AND REMOVE EXISTING PARKING STRIPES. DEMOLITION NOTES 1. ALL PAVEMENTS, CURBS, GROUND _'OVER, UTILITIES, ETC. INSIDE DEMOLITION LIMITS SHALL BE REMOVED UNLESS, -OTHERWISE SHOWN ON THE PLANS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS HELD, PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 4. CONTRACTOR SHALL PROTECT AND PRESERVES ;ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT CONTRACTOR'S EXPENSE. 5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB AND PAVEMENT REMOVAL,`'OR REMOVAL OF PLANTERS. EROSION CONTROL CALLOUT �A PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING INLET TO PREVENT SILT -LADEN RUNOFF FRAM LEAVING SITE, SEE DETAIL 7/C5. PROVIDE ADDITIONAL SEDIMENT CONTROL PROTECTION AS REQUIRED BY CITY. QINSTALL TEMPORARY SANDBAG PROTECTION AS NECESSARY TO DIVERT RUNOFF. �C INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE PER DETAIL 10/C5. EROSION CONTROL NOTES: 1. PUBLIC STREETS AND SITE PARKING/DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS. 2. CONTRACTOR SHALL PROVIDE SILT PROTECTION ON EXIST. CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM WORK AREA. 3. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE TRAFFIC CONTROL WITH STORE MANAGER FOR APPROVAL. Call Toll Free 1 (500) 424 -5555 TWO WORKING DAYS BEFORE YOU DIG 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX n U Z�G Q- <T"VG ENGNN�� "LAND PLANNING AND DESIGN SPECMSTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BARGHAUSEN.COM FUELING FACILIT ADDITION JAY S. GRUBB, P.E. wAS11 ��Fs�28527 o�l S T E A L EXPIRES © Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc. 0 DATE DESCRIPTION - 06.04.07 PERMIT SUBMITTAL BCE 13193�� PM: AL KENDALL DRAWN: DL DATE Ob 5A8 � % y ES��rT.IRE ACt-r-ZI-5 - E24; CHv P:',E'j=377.69 - •\ \ E12`CMP(NE)=,481.49 \,\� �. .:......:. -I •41 ,====---— — — — — — - — — — — - - r— — — — — — — — - 1----------- # CS RIM= 384,6C 12"CMP"S)=381.60 { IE 122 'CMP(N;-381.3 L IE 8`PVC, } -3rs1.6:1 I { { i { . I` y•w r � i ..�: • t z.: -----� Y �-- '' l i % t 1` #, vl5 RIM=* 23 a ' n. t� ##, I CONNECT TO _,. ; !EXISTING CATCF ' ' I BASIN. i fix€ ` \\ lit r SS RIM-3ts5`9�} CL CHNL'-376,2` 85.2t �? yy i II --rra—..•---ra—r--ar--r....—..aa—rrrw--r-a--a—r—ra.€( ------------------------- CONNECT TO EXISTING CATCH BASIN CI_i R.rr3:4 C't...3 •"? NEW IE=386.04 (8" N) PROPOSED EXISTING WATER VALVE g� PROPOSED GRADE SPOT ELEVATION HYDRANT / WATER METER 88 tJ @ MANHOLES (SS/SD) ------------•— PROPOSED GRADE CONTOUR d CBPOW / UTILITY POLE GUY ANCWOR ® PROPOSED CATCH BASIN POWER TRANSFORMER PROPOSED STORM PIPE `' I�_, POWER/TELEPHONE VAULT POWER METER TELEPHONE/TV RISER ` PROPOSED ASPHALT PAVEMENT GAS VALVE q GAS METER sE \ - S STREET LIGHT ° '� LUMINAIRE PROPOSED CEMENT CONCRETE <4 SIGN MAILBOX _ RIDGE PAVEMENT RIDGE f, �-)7c ROCKERY CONIFEROUS TREE yy� DECIDUOUS TREE STORM PIPE -- '`'0 -- GRADE CONTOUR hh GRADE SPOT ELEVATION I 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION, 3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. 4. SITE IS NOT LOCATED WITHIN ANY FEVA FLOOD HAZARD AREA STORM DRAINAGE Q&I LOUTS 10 6" PVC SDR-35 0 1.0% MIN. FOR CONNECTION OF ROOF DRAIN DOWNSPOUT COLLECTOR PIPES TO EXISTING STORM DRAINAGE SYSTEM. 0 4" PVC SDR-35 ® 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO STORM SEE ARCH. PLANS FOR CONNECTION AT COLUMN. TYPICAL FOR ALL LINES UNDER CANOPY. 93 6 LF 6" PVC SDR-35 SANITARY SEWER ® 3.337. ® INTERGRAL CONCRETE SWALE PER DETAIL 5/C5 �5 OIL/WATER SEPARATOR (UTILITY VAULT MODEL 660—SA) RIM=89.Of IE=85.7 (6" IN) IE=85.2 (6" OUT) SEE DETAIL 6/C5 �6 6" BALL VALVE INSTALLED ON LINE IMMEDIATELY DOWNSTREAM OF OIL/WATER SEPARATOR VAULT. INSTALL VALVE IN CAST IRON BOX, 70 90 LF 6" PVC SDR-35 SAN. SEWER qNE ® 1.0% MIN. SLOPE FOR CONNECTION OF OIL/WATER SEPARATOR TO EX. SAN. SEWER SYSTEM. ® 6" CLEANOUT TO FINISH GRADE Q) 45 LF 8" DUCTILE I\ZVRON SD 10 TYPE 1 CATCH BASIN WITH STANDARD FRAME AND GRATE. RIM=88.3 IE=86.5 11 TYPE 1 CATCH BASIN WITH STANDARD'+FRAME AND HIGH HEEL PROOF GRATE. RIM=88.4 IE=85.9 (6" W) TYPE 1 CATCH BASIN WITH STANDARD 'FRAME AND GRATE. RIM=87.5t IE=84.5 (8" NW) 13 8" HDPE STORM PIPE @ 1.0% MINIMUM. CONNECT TO EXISTING 12" STORM PIPE Call Toll Free 1 (800) 424-5555 TWO WORKING DAYS BEFORE YOU DIG THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX �GHAU U s ? Q. <T�NG ENG�N�� "LAND PLANNING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BARCHAUSEN.COM FRED MEYER ADDITIOU JAY S. GRUBB, P.E. �P F WAS ,0 9 28527 p � �F�s DNA LT � � EXPIRES 01-07- © Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc. 7 DATE DESCRIPTION - 06.04.07 PERMIT SUBMITTAL BCE 13193 DEVELOPMENT PLANNING CITY OF RF,I`•- r PM: AL KENDALL DRAWN: DL JUN 18 2008 DATE 05.15.08�s 3" (MIN.) COMPACTED DEPTH CLASS "B" ASPHALTIC CONCRETE 6" (MIN.) COMPACTED DEPTH CRUSHED AGG. BASE COURSE (1 1/41 EXISTING SUBGRADE TO BE SCARIA RECOMPACTED PER SOILS ENGINEEf RECOMMENDATIONS �^ ASPHALT AND I PER PAVEMENT 8" THICKENED OF ASPHALT UNDISTURBED SUBGRADE TYPICAL PAVEMENT SECTION NOT TO SCALE /2 RFINISHED GRADE d a. a. NEW PAVEMENT Od a a 0 a. a . 734" EXPANSION JOINT AT 20' INTERVALS CEMENT CONCRETE BARRIER CURB NOT TO SCALE PUMP ISLAND/FUEL -TANK SLAB. SEE ARCHITECTURAL & TANK PLANS a MINOUS TACK COAT ON CRETE PRIOR TO ASPHALT NOTE: INSTALL EXPANSION JOINTS 20'-0" O.C. MAX. TYPICAL JOINT SECTION AT CONCRETE AND ASPHALT PAVEMENT NOT TO SCALE CONCRETE O 0 o 0 o THREADED CLEAN OUT PLUG, 3" BELOW PAVING LONG SWEEP WYE CLEAN -OUT DETAIL NOT TO SCALE 2' ± MANHOLE, FOR TRAFFIC AREAS ONLY A.C. PAVING \jam\jam\jam\j\\jam\jam\j j; NOTES A. CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS AS "CO" B. PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC AREAS & SIDEWALKS -ZURN Z-1449 CLEAN OUTS IN LANDSCAPED AREAS -ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, OPW #126A-9 - DOVER CORP./OPW DIV. CONCRETE SLAB AND REINFORCING PER ARCHITECTURAL PLANS. 6" WIDE STEEL TROWEL FINISH 3' 18" I 18» SLAB AND G PER IRAL PLANS. D ° ° o 00 Jgr °C. ,°off`°nc� FLOWLINE OF CONCRETE SWALE NOTE: 1. INSTALL EXPANSION JOINTS @ 6" MIN. AGGREGATE BASE AND SUBGRADE. 20'-0" O.C. MAX. PREPARE AND CONSTRUCT SAME AS BASE 2. PROVIDE EXPANSION JOINT AND SUBGRADE PER PAVEMENT SECTION WHERE EDGE ABUTS ASPHALT PAVEMENT (TYP.) INTEGRAL CONCRETE SWALE DETAIL NOT TO SCALE OIL/WATER SEPARATOR CHAMBER OIL RETAINER BAFFLE PLATE ACCESS DOOR INSPECTION TEE --� 6" OUTLET INVERT ELEV PER PLAN — INVERT ELEV PER PLAN - TYPICAL u I1I1 a Illl IcnCV T TM 12" 1. 1'-4" 6'-0" SECTION A -A 3/16" GALV STEEL PLATE BAFFLES AND WEIR Lei 1 t m,km DIAMOND PLATED INSPECTION COVERS FLOW DIFFUSER GRIT/SLUDGE RETAINER WEIR R" INI FT RIM ELEV PER PLAN - TYPICAL NOT TO SCALE (UTILITY VAULT COMPANY MODEL 660SA) RUNOFF WATER WITH SEDIMENT 0 )Oo0o0o000000 � a o 0 0 0 0 ` FILTERED RUNOFF 1" x 1" WIRE MESH--J WITH FILTER FABRIC CATCH BASIN ON TOP FRAME AND GRATE FILTER FABRIC AND WIRE MESH FILTER NOTE: ALL FILTER FABRIC SHALL BE MIRAFI 100 NS OR EQUAL CATCH BASIN SEDIMENT BARRIER NOT TO SCALE OPTIONAL RISERS AS REQUIRED M i NOT TO SCALE PAVEMENT WIDTH S-6 7/8" 18" CURB AND GUTTER NOT TO SCALE OIL \IIAI 50' PIN. 1 '-7 1 /2" PAINT (2) COATS TRAFFIC LINE WHITE I" R N EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD USE 4" TO 6" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL` -!WITH "FINES" IS NOTE& NOT ACCEPTABLE. 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND CLEANING THE APPROACH ON A REGULAR BASIS 2. ADDITIONAL QUARRY SPALLS MUST BE ADDED IF DIRECTED BY THE COUNTY. 3. THE 50' MINIMUM LENGTH SHALL BE LENGTHENED IF DIRECTED BY THE COUNTY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAY. -� TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX FRED MEYER FUELING FACILITY ADDITION S ■ E ■ P eA■ REVIEW MAY 2008 JAY S. GRUBB, P.E. EXPIRES 01-07- © Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc. DATE DESCRIPTION - 06.04.07 PERMIT SUBMITTAL BCE 13193 PM: AL KENDALL DRAWN: DL DATE 02.15.08 DEVELOPM�r! I t't-.i�",`r CITY OF! . JUN 18 2002 CONSTRUCTION DETAILS C 5 1/1)" onnu to AT SL TA( COr 10 ED EXISTING BUILDING OVERHANG :• . NOT TO SCALE ;TURAL MATERIAL COMPACTED i% OR 6" OVER EXCAVATED, _IED AND RECOMPACTED ZADE (TYPICAL) REFER TO SOIL. ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION, TYPICAL JOINT SECTION AT CONCRETE AND ASPHALT PAVEMENT NOT TO SCALE EXTERIOR TERMINATE CONDUITS ABOVE CANOPY OVERHANG IN BUILDING SEAL PENETRATIONS (TYP.) r: INTERIOR INSTALL NEW SHEET METAL ENCLOSURE TO INSTALL SEAL OFF CONCEAL CONDUITS (PROVIDE HANDHOLE PAINT TO MATCH EXISTING BUILDING " ACCESS AT (WIDTH TO MATCH ° ` SEALOFFS) CURB EXTENT) 3" LB's EXISTING CONC EXISTING CONC CURB CORE DRILL 'HALL SIDEWALK TO BE SAWCUT AND EXISTING REPLACED EXIST. GONG WALL ASPHALT EXISTING GONG SIDEWALK (2) 2" CONDUITS FROM KIOSK SIDE SECTION CONCRETE KIOSK SLAB F.F.= 89.65 89.1 FL (SEE ARCH. SHT. Al FOR KIOSK FOUNDATION PLAN) CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 3 /4" . , e d :. TAPERED.' a... q: q a cNl KEYWAY NR a [iW .1Ey0ls a .. '•'e ' d NOT TO SCALE TANK BURY CALCULATIONS FURTHEST DESCRIPTION ISLAND (PRODUCT) 1. ELEVATION AT TOP OF ISLAND (PER PLAN) 90.1 2. PIPING FALL = [(L) x 1/8" PER FT.)] 12 = [(L) x 0.0104] WHERE L (VAP.) = 120' (PER PLAN) 1.25 FT. 3. PUMP ISLAND (6 IN.) CONC. DRIVE SLAB (6 IN.) PIPE COVER (12 IN.) PIPE DIAMETER (3 IN.) TANK CONNECTIONS (9 IN.) TOTAL 36 IN., OR 3.00' 3.00 Fr. 4. GRADE DIFFERENTIAL (#2 + #3) = #4 4.25 FT. 5. TOP OF TANKS AT LOWEST POINTS (#1 — #4) = #5 85.85 6. TOP OF SLAB ELEV. ABOVE TANKS 0 88.0 LOWEST ELEVATION (PER PLANS) 7. DEPTH OF BURY (#6 — #5) = #7 2.15' NOTES SINCE (#7) < 3.5' (MIN. BURY DEPTH), SET TOP OF TANKS ® (#6) — 3.5, OR, (88.0) — 3.50' TANK BURY CHART NOT TO SCALE TERMINATE CONDUITS ABOVE EXISTING CEILING IN BUILDING SEAL PENETRATIONS (TYP.) EXISTING CEILING INSTALL NEW SHEET METAL ENCLOSURE (24" WIDE) TO CONCEAL CONDUITS PAINT TO MATCH EXISTING BUILDING IS STALL SEAL OFF OR COULPING WITH EAL (PROVIDE HANDHOLE ACCESS AT EALOFFS) " LB's (TYP.) EXIST. CONC. WALL EXISTING CONC CURB TO BE SAWCUT AND REPLACED (2) 2" CONDUITS FROM KIOSK EXTERIOR ELEVATION (2) 2" CONDUIT PENETRATIONS AT BLDG. t SECTION AND ELEVATION VIEW 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX FRED MEYER FUELING FACILITY ADDITION JAY S. GRUBB, P.E. S �R JQ' pE W A Sy N 4-4v T � E�� EXPIRES 01-07— © Barghausen Consulting Engineers, Inca All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc. 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T: 'rr/r///:'/:`rrrr/r/r}!/: ^:•r •l::: ,j ;�;.l III :I •I :i. :t. 1' I 1 I I {4i{EI t r^• I •ter - 1• -r�----—^} •1 •_..•�...•sue- ! :tYV.f. ~�E �: _.i._ - :a i I I I y--1-- ,.----- ..,.j____:-.-..,....-.`- ' f f NO. ii 2,011, Et; E,t i3 oc, .5 . t i ..\\,-...\ . S '4r 9 • , r 1=---�---. - »»F;,v,..,.=„,.,,.,�..>Y„>.:.........:::!,,.,�.�.....,�..,�:..,...,Via...,.::.......,..n�..+..,,a.t - �•»^^w.,,....,.w,,,,,,,,,,,,,,•....,.,,..::.,�-„y z,,, 'Vc 1.....1 Ij�l _T_. ; -'< � r:ram+...... .. q.. l.• :I \j-7 +. ti .�I S �1`{, }.. ,,r>i. €3y, f '-7y- ,t - E f r.•z✓',:`fE t/ Ii , -wyeym t .m„avx' t ,,,,,; �m,.,,,,n>•�...,.x....::....:.:::.�..........................,,,�s,�.�..,:.,,,.,..:.. L G" If 398 II I III I \\ III \ !I I \\l 11 } \ 11 f l \ 11 I \ UI I I{ 12%-MPV4 t r.M -_______ _ _ !!_;;_pp_ __ -- E• irivi ' v-----tl x L0 • it'l U In d Z OD to OH RIM =. I;-- 12"Col LANDSCAPE PLANT MATERIAL LEGEND SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS r,. , TREES: i LIQUIDAMBAR STYRACIFLUA 'CHEROKEE' / 2" CAL. AS SHOWN 8 STAKE & GUY ONE GROWING SEASON; NURSERY o CHEROKEE AMERICAN SWEET GUM GROWN, BRANCHED AT 6 SHRUBS: ABELIA VAR. 'EDWARD GOUCHER' / 21'r — 24" 4' Q.C. 20 HOLD 3' FROM BORDERS, SHRUBS AND TREES PINK ABELIA CISTUS HYBRIDUS / 18" — 21 " 3>5' O.C. 27 HOLD 3' FROM BORDERS, SHRUBS AND TREES WHITE ROCKROSE 0 HEMEROCALLIS HYB. 'STELLA D' ORO' / 18" — 24" 2' O.C. 44 HOLD 3' FROM BORDERS, SHRUBS AND TREES YELLOW DAYLILY 0 NANDINA DOMESTICA 'VAR.' / 21 — 24" 3.5' O.C. 43 HOLD 3' FROM BORDERS, SHRUBS AND TREES HEAVENLY BAMBOO GROUNDCOVERS: ARCTOSTAPHYLOS UVA—URSI / 4" POT 12" O.C. AS REQ'D HOLD 12" FROM BORDERS, SHRUBS AND TREES KINNIKINNICK EXISTING LANDSCAPE SEE SHEET L-2 FOR RECORD PLANTING PLAN, TO REMAIN, SAVE, AND PROTECT EXISTING LANDSCAPE SEE SHEET L-2 FOR RECORD PLANTING PLAN, TO BE REMOVED A Call Toil Free 1 {800) 4245555 TWO WORKING DAYS BEFORE YOU DIG STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ARTHUR M. SEIDEL CERTIFICATE NO, 706 (VALID ONLY ►MTH SIGNATURE) 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX C'- Q FRED MEYER FUELING FACILITY ADDITION x =tf= S.E•P•A. W ®p� X REVIEW MAY 2008 W IY X W i'i X W W x W W W' x JAY S. GRUBB, P.E. — — x Ii W x W W of X W W Of © Barghausen Consulting Engineers, Inc.: xI All rights reserved. No art of this document ma be 9 P Y reproduced in an form rm or an means without Y Y Y thout permission in writing from ro Ba hausen Consulting P 9 Ig Engineers, Inc. 0DATE DESCRIPTION N - 06.04.07 PERMIT SUBMITTAL W W x 0 I II -I N a U Q O O N N N 0 D€VE6€.: PMENf PI ARININQ CITY OF RFNTON BCE 13193 PM: AL KENDALL JUN 18 20-08 `� DRAWN: AMS M, DATE 05.15.08 3 / IS c LANDSCAPE C PLANTING PLAN 12 co L 1 O 0 1� v G rfC'i•T• F�Ei , E1s`t'i. -------------------------------_--_-_--------- ---- --- --- ------ ----------------- 3tj 1 11 I s7 1 / / ?.......... ytl 1 --�F iI� i (t 11.'`'''�.II C\ � } E {1 f III; • :i�. • j'fl 1 ili:�:��i�ll : C. C:C:NC WALK -------------------_------------ it .\ t 1 TO BEREMO& 7 1/2"cal. t , `; \, 14' diam.,I MULCH ' 1 it «1 ONLY ; \---------�'-- c t .. .. .„....aE =.., �1: f. li' I � a � ..ct •. (-MULCH — — — — - — — — 1r IONLY (2)11 MULCH II ONLY• � i t I MULCH ONLY UAW / � 3 { fl Ilf I II t.t.! ♦/ t I. I ..... _. _............... � l rya •.�......... �..I \ 1 r !11 I I• a I I (I I MULCH ONLY 5;C':MH PCIt ='85. W 9 IE24'CMP(SE)J::::377,69 IE24.CMP"E)=377,69 II 12" GMP( NE)-35" . 3 _......W. II:24"CP(NWjm '1.7.,� _ ___,...,.. .._..,..N ............ ...�..__ _ ` r / 1 j.( M II i1.1 C 11 t..i �•� 4 '.REMOVED ° cal. _x: i1 am. �<.: I• £ I 1f . I� ( I ' I 1 I I I I I 1 I 9 1 /4" cal. 14' diam. � W I Lo to LO I 0 I L Z � z ® V5 r- V5 1 I jl '1 (I' I I 9 1/2" cal. 14' diam. I I I I I 1 LANDSCAPE PLANT MATERIAL LEGEND SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION QUANTITY REMARKS TREES: 0 ARMSTRONG MAPLE AS SHOWN 4 TO REMAIN, SAVE, AND PROTECT 0 FLOWERING CHERRY AS SHOWN 4 TO REMAIN, SAVE, AND PROTECT LITTLE -LEAP LINDEN 1 TO REMAIN, SAVE, AND PROTECT SWEETGUM AS SHOWN 3 TO BE REMOVED SHRUBS: ABELIA 14 TO BE REMOVED O AZALEA 4 TO BE REMOVED COTONEASTER 2 TO REMAIN, SAVE, AND PROTECT O HOLLY 11 TO REMAIN, SAVE, AND PROTECT JAPANESE PRIVET 32 6 TO BE REMOVED 26 TO REMAIN, SAVE, AND PROTECT NEW ZELAND FLAX 1 TO BE REMOVED PHO11NIA 27 4 TO BE REMOVED 23 TO REMAIN, SAVE, AND PROTECT ROCK ROSE - TO REMAIN, SAVE, AND PROTECT RHODODENDRON 5 TO REMAIN, SAVE, AND PROTECT 0 VIBURNUM 9 TO BE REMOVED GROUNDCOVERS: KINNIKINNICK TO BE REMOVED IVY TO REMAIN, SAVE, AND PROTECT LAWN TO REMAIN, SAVE, AND PROTECT CITY OF RENTON .i.I TREE RETENTION WORKSHEET (i n' I I� 1. TOTAL NUMBER OF TREES OVER 6" IN DIAMETER ON PROJECT SITE: 1. 10 TREES 11519 3/4 cal. •�:;3.':; 11113 diam. 2. DEDUCTION: CERTAIN TREES ARE EXCLUDED FORM THE RETENTION CALCULATION: I I 11'1 TREES THAT ARE DEAD DISEASED OR DANGEROUS 0 TREES >f ` 1 11119 1 /4" cal. 18' diam. TREES IN PROPOSED PUBLIC STREETS 0 TREES TREES IN PROPOSED PRIVATE ACCESS EASEMENTS TRACTS 0 TREES TREES IN CRITICAL AREAS AND BUFFERS 0 TREES I•_ , ,I, TOTAL NUMBER OF EXCLUDED TREES: 2. 0 TREES `�. I III III 3. SUBTRACT LINE 2 FROM LINE 1: 3. 10 TREES E ; (J I 11•I I f/6 4. NEXT, TO DETERMINE THE NUMBER OF TREES THAT MUST BE RETAINED, MULTIPLY LINE 3 BY: 1 111 I j7j}f , ..X.......i . I it II 0.3 IN ZONE RC, R-1, OR R-8 0.1 IN ALL OTHER RESIDENTIAL ZONES • ;' i1'1 0.05 IN ALL COMMERCIAL AND INDUSTRIAL ZONES : 4. . 5 TREES 4.'..,�._,A I( 5. LIST THE NUMBER OF 6" OR LARGER TREES THAT YOU ARE PROPOSING TO RETAIN: 0 5. 7 TREES I r- 6. SUBTRACT LINE 5 FROM LINE 4 FOR TREES TO BE REPLACED: 6. — • 5 TREES II?I LINE 5 LINE 4 — III n•I nil .5 7 = —6.5 ... CF3 R;M= 7. MULTIPLY LINE 6 BY 12" FOR NUMBER OF REQUIRED REPLACEMENT INCHES: 1 1?•-I /. TREES I 1 I 1 II I 111 8. PROPOSED SIZE OF TREES TO MEET ADDITIONAL PLANTING REQUIREMENTS: 8. — TREES ft 1 I I I 9. DIVIDE LINE 7 BY LINE 8 FOR NUMBER OF REPLACEMENT TREES: 9. TREES TOTAL REPACEMENT TREES REQUIRED TREES THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX FRED MEYER FUELING FACILITY ADDITION A � S a E ■ P a/ \a j��\J rn iEVI EW N MAY 2008 rn Q� 3 10 rn N JAYS. GRUBB, P.E. N L X J W W co W W x W� W lY X W Of X © Barghausen Consulting Engineers, Inc.: WiW All rights reserved. No part of this document may be X reproduced in any form or by any means without I permission in writing from Barghausen Consulting Engineers, Inc. W � 0 DATE DESCRIPTION x 0 - 06.04.07 PERMIT SUBMITTAL u 0 t� a N 00 0 Cl N E DEV L OF rtEh� BCE 13193 jutj I b� PM: AL KENDALL N DRAWN: AMS vE DATE 05.15.08 12 i LANDSCAPE .01 STATE OF RECORD PLANTING_ 0 WA H NGTON REGISTERED PLAN "2 LANDSCAPE ARCHITECT 0 0 M ARTHUR M. SEIDEL CERTIFICATE N0. 706 ° (VALID ONLY WITH SIGNATURE) SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE. QUALIFICATIONS: ° LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE N0. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS LABORATORY, RAVENSDALE, WASHINGTON PHONE: 523-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A03-1. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED ABOVE. PROVIDE AMENDMENTS AS NOTED BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. D) TOPSOIL/NATIVE SURFACE SOIL/STOCKPILED TOPSOIL AMENDMENTS: MODIFY TOPSOIL AFTER INSTALLATION IN ACCORDANCE WITH THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE F) TOPSOIL PREPARATION AND INSTALLATION: VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE: TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE, PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE-QUATER-INCH (1/4") SIZE, TO ONE -HALF -INCH (1/2"), 1.E., "FINE," HEMLOCK/FIR BARK. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. Ti-IOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. Emma W41111 NOT TO SCALE 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE — .. -R PREPARE D • •' PLANTING NOTE: BED REMOVE CONTAINER & WORK ROOTS , FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING NOTE: OVER EXCAVATE PARKING LOT PLANTERS TOPSOIL SETTLED TO LOOSEN COMPACTED SUBBASE (COMPACTED CONDITION) OVER ALL FEET AGRICULTURAL SOIL DEPTH COARSE TRANSITION FROM TOPSOIL TO SUBSOIL CURB BERM HEIGHT 6" TYP. 1-1/2" DRAIN AT LOW CURB MIN. OR AS NOTED z POINTS & 10' MAX. SPACING _CH SOIL LINE: 3" IN N MULCH, FLUSH PAVING SECTION CURB IN TURF (DEPTH VARIES) SUBGRADEAil o °' REMOVE EXCESS GRAVEL AND PAVING 12" MAX. LIP LESS THAN 1 QAL 1 QAL CONTAINER and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH) NOT TO SCALE HOLD PLANTS F^^" EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK — SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL y. SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE PROTECT TRUNK AND LIMBS FROM INJURY BACKFILL TO BE SETTLED USING WATER ONLY NO MECHANICAL COMPACTION REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN —LOCK — TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION —� REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP MULCH LAYER (COMPACTED) IN WELL. HOLD BACK FROM TRUNK —\ 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX — SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA.f REMOVE ALL WRAP, TIES, AND CONTAINERS / SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE z 10 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ARTHUR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) i 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX 3 v; S.E. .Am M N REVIEW MAY 2008 0) N N JAY S. GRUBB, P.E. LL w cc x h Li x LL W x U w w © 6arghausen Consulting Engineers, Inc.: x AN rights reserved. No part of this document may be reproduced in any form or by any means vdthout permission in writing fmm Barghausen Consulting Engineers, Inc. DATE DESCRIPTION - 06.04.07 PERMIT SUBMITTAL L w 0-1 0 I u 0 0 co Q N 00 0 0 N E q o 0 0 DEV C`0OV- i*(Tr7l PM: AL K NDALL JUN DRAWN: AMS r7 DATE 05.15.08 KE "2 i •L Q> LANDSCAPE PLANTING NOTES AND DETAILS; L3 00�� 0o0oo� P.O.C. MAINLINE — VEI -- ---------------- _-------------------------- t; 333 } I � i r/;/F„ y }7 f /� f if /3/1 I( //•/JJ C 4 � l ��• ! MA Ili } 11 I I, I 11 1 II I II I III II 1 II I nl a...... ra I I •' � i ii?i I I II(1 i II I 3 II I I 11 I i � i I 1 Ilil I n;l I III I I II I �•. II I 1 11 i I I I I • I lib......_......._�...__...._..._...-....,..�.� mil I II 1 I u I 1 I II 1 I 1 11 1 I II I (} I I,f i 1 I it I LANDSCAPE IRRIGA11ON LEGEND DESCRIPTION SPRINKLER HEADS: TORO 570Z-4P/6P POP—UP FOR SPRAY HEADS. DESIGNED FOR USE OF PCD S (—PC) WITH 30-40 OPERATING PSI. USE STANDARD & 1—FOOT LESS RADIUS FOR UNDER 30 PSI. MINIMUM SYSTEM OPERATING PSI OF 20. SIZE PRESSURE —COMPENSATING DEVICES (PCDs) PER CATALOG PERFORMANCE DATA. MIN. SQRADIUS SYMBOL NOZZLE (—PC: WITH PCD's PER CATALOG) PSI GPM (STD. PCDs PER CATALOG) PRETCIRP. OVER ® * B ® ® 0 570Z— 5 F, TQ, TT, H, T, Q —PC 30 0.38, 0,29, 0.25, 0.19, 0.12, 0.09 1.47/1.70 5' FOT'k Tr® "O TO V 570Z— 8 F, TQ, TT, H, T. Q —PC 30 1.00, 0.76, 0.70, 0.50, 0.30, 0.24 1.45/1.68 8' (D @ e) 0 (D 0 570Z— 10 F, TQ, TT, H, T, Q —PC 30 1.49, 1,04, 0.97, 0.71, 0.52, 0.40 1.44/1.67 10' ® 0 570Z— 4 SST, EST —PC 30 0.90, 0.45 1.44 4'x30'/15' HUNTER PGV-101—G—AS REMOTE CONTROL VALVE WITH SVC-400 4 STATION SMART VALVE CONTROLLER , IN VALVE BOX, ONE VALVE PER BOX NOT SHOWN EXISTING RAIN SENSOR, NOT USED NOT SHOWN EXISTING CONTROLLER, NOT USED NOT SHOWN EXISTING DOUBLE CHECK VALVE P.O.C. ►® P.O.C. PROPOSED IRRIGATION MAINLINE TO EXISTING IRRIGATION MAINLINE, AS REQUIRED — - — • --■ - ® • — MAINLINE — CLASS 200 PVC (18" COVER); SIZE PER PLAN, 1" SIZE MINIMUM LATERAL — CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE — CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; TWICE THE SIZE OF INSERT PIPE AND/OR WIRES, 4" SIZE MINIMUM TYPICAL VALVE CALL —OUT 0 VALVE STATION NUMBER 0 0 •— VALVE GPM VALVE SIZE EXISTING IRRIGATION SYSTEM TO BE REMOVED, MODIFIED, OR ADJUSTED, AS REQUIRED FOR PROPOSED LANDSCAPEING EXISTING IRRIGATION SYSTEM TO REMAIN, MODIFIED, OR ADJUST, AS REQUIRED FOR PROPOSED LANDSCAPE i Cali T®II Free 1 (800) 424-5555 TWO WORKING DAYS BEFORE YOU DIG STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ARTHUR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) JIM 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX FUELING FACILITY ADDITION 3 -a vi S.E.P.A. M REVIEW 3 MAY 2008 N +T M M N I JAY S. GRUBB, P.E. 15 I w w x �I w Uf x I w w Of x li w r © Barghausen Consulting Engineers, tnc.: X Al rights reserved. No part of this document may be reproduced in any form or by any means without w permission in writing from Barghausen Consulting x Engineers, Inc xI 0 DATE DESCRIPTION ITC)- 06.04.07 PERMIT SUBMTAL II 0 I 0 a v to 0 N CD 0 O N — c� E 0 BCE 13193 DEV GI_Y OF�RF'Krot°�111iUO v PM: AL KENDALL � ,� LO T DRAWN: AMS DATE 05.15.08 nvcsvo / C LANDSCAPE N IRRIGATION C: M PLAN L4 CD 0 0 M i.� .-T M Ell lilMii•. 1. PROVIDE A COMPLETE, OPERABLE, AND AUTOMATIC MODIFICATION TO THE EXISTING IRRIGATION SYSTEM FOR ALL NEW LANDSCAPE AREAS IDENTIFIED ON THIS PLAN. 2. VISIT SITE AND VERIFY LOCATIONS OF ALL EXISTING IRRIGATION COMPONENTS AND COVERAGE PRIOR TO COMMENCEMENT OF WORK. PROMPTLY NOTIFY THE GENERAL CONTRACTOR OF ANY CONFLICTS OR OBSTRUCTIONS. 3. PROVIDE PROTECTION OF ALL PROPERTY, WORK IN PROGRESS, EXISTING LANDSCAPE AND EXISTING IRRIGATION SYSTEM. ALL DAMAGE CAUSED BY THE CONTRACTOR TO BE REPAIRED TO MATCH EXISTING CONDITIONS, BEFORE CONSTRUCTION, AT NO 4. AT ALL TIMES MAINTAIN IN PROPER WORKING ORDER ALL EXISTING IRRIGATION SYSTEM THROUGHOUT CONSTRUCTION. 5. CONNECT NEW IRRIGATION COMPONENTS TO EXISTING IRRINGATION SYSTEM AS REQUIRED. USE EXISTING DOUBLE CHECK VALVE ASSEMBLY, IRRIGATION WATER METER, MAINLINE, ETC. AS REQUIRED. SEE NOTE 27 BELOW. 6. REMOVE EXISTING IRRIGATION SYSTEM AND COMPONENTS, AS REQUIRED, PRIOR TO NEW CONSTRUCTION. CAP (WATER TIGHT) ALL MAINLINE, LATERALS, DRIP TUBING, CONTROL WIRES, ETC., FOR MODIFICATION AND/OR RECONNECTION. 7. OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURERS WRITTEN SPECIFICATIONS. 8. CONTRACTOR TO BE RESPONSIBLE FOR ANY AND ALL COORDINATION WITH GENERAL AND SUB -CONTRACTORS AS REQUIRED TO ACCOMPLISH THEIR WORK. 9. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE AND VERIFY: A. 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER. B. EXISTING IRRIGATION/SERVICE METER. C. STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR TO NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING AS INDICATED ON PLANS. 10. SYSTEM HAS BEEN DESIGNED FOR 30 GPM AT 60 PSI. 11. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 1 INCH HIGHER THAN FINISH GRADE. 12. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 13. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 14. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 15. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 16. NO SPRINKLERS ON RISERS WILL BE ALLOWED. 17. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 18. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH. WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. SHOW ALL WIRE SPLICING ON "AS -BUILT" DRAWING. 19. CONTROL WIRING COLORS TO MATCH EXISTING WIRE COLORS. 20. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND TO BEAR THE U.L. LABEL. 21. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 22. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE —ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY, LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3-DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE, 23. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 27. IRRIGATION IMPROVEMENTS ARE BEING CONNECTED TO EXISTING OPERATING SYSTEM. NO NEW SACKFLOW DEVICE SPECIFIED. CONTRACTOR TO INSPECT AND VERIFY EXISTING DEVICES FOR COMPLIANCE WITH CURRENT CODES. PROVIDE OWNER WITH SCOPE AND RELATED COSTS FOR NECESSARY REOUIRED UPGRADES. �.� WIRE WITH WATERPROOF WIRE :2FINISH CONNECTOR — O GRADE — PLASTIC CONTROL VALVE SCH 80 BOX WITH COVER NIPPLE I=I11 (10" DIA.x12" MIN.) _ SCH 80 SXT 90' ELBOW PVC LATERAL co TO SPRINKLERS SCH 80 — NIPPLE 'Y o O" I o O" o CF o CH o O PVC SCH 80 NIPPLE 0 0 O 0000000 AND FEMALE ADAPTOR '0 0000 000 oO00 o000 oOOC REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP PVC MAINLINE MAIN LINE FITTING SCH 40 SLIP TEE NOTE: PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX TAPE WIRE TOGETHER EVERY 20 FT. MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE COMPACT SOIL AROUND VALVE BOX USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE TRENCH CONDITION o O�co O 00, )o0c 11 , 3 Oro 4 U UnnV o`6O of N �o�000 ,no 6" OFFSET J TOPSOIL (F'""CLA GRADE) PAVING SE( PER CIVIL I COMPACTED AT 90% DE (TOPSOIL B AT 95% DE (STRUCTU R� PVC LATERE SLEEVE(S) ALT. WIRE ' PVC MAINLI VALVE WIRIf PIPE BED I TO BE CLE OF ROCK I. THAN 1/2" SLEEVE CONDITION NOTE: DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS ,Bn OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL. NOT TO SCALE 6"/12" POP AT SHRUBS 4" POP AT TURF a SPRINKLER — FLUSH AT LAWN & FLUSH WITH MULCH LINE SPRINKLER SCH 80 PVC NIPPLE PVC LATERAL 6" CLR. OF OBSTRUCTION .d a .. — d a ' MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE 90' ELBOW MARLEX 90' ELBOW SCH 40 PVC TEE SxSxT (SIDE INLET ONLY) Call Toll Free • WORKING DAYS BEFORE YOU DIG STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ARTHUR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX FRED MEYER FUELING FACILIT ADDITION S.E.P® . rn REVIEWN 3 MAY 2008 N N I JAY S. GRUBB, P.E. w w ry x w� w x w� w x w © Barghausen Consulting Engineers, Inc.: x Al rights reserved. No part of this document may be L,I reproduced in any form or by any means without w permission in writing from Barghausen Consulting U-1 x� Engineers, Inc. DATE DESCRIPTION - 06.04.07 PERMIT SUBMITTAL -- o I -- o rX 0 N m 00 0 0 N d- E PATIENT PLA DEV CIN OF asrON 0 � BCE 13193 PM: AL KENDALL�� ,n DRAWN: AMS DATE 05.15.08 "2 i LANDSCAPE 'L q) IRRIGATION NOTES AND DETAILS 0 L5 a. LZ FRED MEYER #031 - RENTON PORTION OF NE1/4 NW1/4 SECTION 32, T.23N., R.5E., W.M. CITY OF RENTON COUNTY OF KING STATE OF WASHINGTON %\\001 ®00�111111 \\\\\\\\\%\\\\\\\\\\\\�\\\V` DESIGN NOTES- DESCRIPTION: CODES: OCCUPANCY - TYPE OF CONSTUCTION: CONSTRUCT VEHICLE FUELING FACILITY AT EXISTING FRED MEYER STORE. 2003 INTERNATIONAL BUILDING CODE 2000 WASHINGTON STATE ENERGY CODE M (MOTOR -FUEL DISPENSING FACILITY) 11-B FLOOR AREA: CANOPY - 43' X 92' = 3956 SQ.FT. KIOSK - 8'-2" X 14'-2"= 116 SQ. FT. TOTAL = 4072 SO. FT. TAX LOT PARCEL #- 322305-9016 PARCEL AREA (TOTAL-): 12.5 ACRES (544,500 S.F.) PROJECT AREA (APPROX.): 0.68 ACRES (29,750 S.F.) DEFFERRED SUBMITTAL: STATE CERTIFIED PRE -FABRICATED KIOSK PLAN & CALCULATIONS EASEMENTS Table of Recorded Covenants, Conditions, Restrictions and/or Easements - SHADED Documents May Impact the Proposed Development of a Fred Meyer Fueling Facility, at 17733 108rh Avenue SE Parcel No. 322305-9016 ... commonly referred to as 17801 108th Avenue SE, Renton WA 98055 Document Number Date of Recording Purpose 7502070239 02-07-1975 Facility Charges - Cascade Sewer District _- 8105050732 05-05-1981 Facility Charges - Cascade Sewer District 829843 10-04-1912 Mineral Rights -John & Clara Winston 858693 08-02-1913 Mineral Rights -John & Clara Winston 880063 03-31-1913 Mineral Rights - John & Clara Winston 956710 10-05-1914 Mineral Rights - John & Clara Winston 1128141 04-16-1917 Mineral Rights - Clyde & Nellie Carr 6036161 06-01-1966 R-O-W Work - 10.5'h Place SE 8611051275 11-05-1986 R-O-W Work -108`h Street SE _ 8706241489 06-24-1987 R-O-W Work -105th Place SE 8707240443 07-24-1987 Covenants, conditions, restrictions and/or easements 8710050424 -- 10-05-1987 Easement - Puget Sound Power & Light 8710220766 10-22-1987 R-O-W Work -105t Place SE 8710220767 10-22-1987 R-O-W Work -105t Place SE and 180t Street SE 8712031164 12-03-1987 Easement - Petro Benson Associates 8801040279 01-04-1988 Covenants, conditions, restrictions and/or easements 8801040280 01-04-1988 Covenants, conditions, restrictions and/or easements 8801190616 01-19-1988 Lease - Petro Benson Associates 8807180950 07-18-1988 Lease - Petro Benson Associates 9006121123 06-12-1990 Easement � Kin County (Fire Protection/Access) 20021003000635 10-03-2002 Easement 20030122001043 01-22-2003 Deed of Trust/Mortgage - Petro Benson Associates 20070409002397 04-09-2007 Deed of Trust/Mortgage - Reconveyance 20070921001926 09-21-2007 Deed of Trust/Mortgage - Modifications 20030122001044 01-22-2003 Lease/Rent Assignment - Petro Benson Associates 20070409002396 04-09-2007 Easement - WSDOT (Construction -Related Activity) 8712299040 12-29-1987 Survey - King County (Volume 59, Page 21) 20070822900006 N/A BLA - King County L07L0040 200709 11001925 09-21-2007 Consent to Transfer/Loan Assumption and Modification Agreement - Petro Benson LLC, Fred Meyer Stores, Inc., The Kroger Company, Transameric Life Insurance Company and Other Parties 20070921001927 09-21-1987 Covenants, conditions, restrictions and/or easements 20070921001928 09-21-1987 Option Agreement/Right of First Offer - Petro Benson LLC and Fred Meyer Stores, Inc. 20071019000192 10-18-2007 Partial Reconveyance- Petro Benson LLC 20080109000833 1 01-09-2008 1 Annexation - City of Renton IL NOTE: EASEMENT NO. 20021003000635 WILL NEED TO BE REVISED SLIGHTLY DUE TO THE RELOCATION OF AN EXISTING FIRE HYDRANT ADJACENT TO THE PROJECT SITE. ALL OTHER EASEMENTS WILL REMAIN AS -IS. ■ 7 44. 109'R E C will JhL, „ k'A SE W in w 00 0 VICINITY MAP � 9 INDEX OF SHEETS C 1 CIVIL GENERAL NOTES C2 SITE IMPROVEMENT PLAN C3 DEMOLITION AND EROSION CONTROL PLAN C4 GRADING AND STORM DRAINAGE PLAN C5 CONSTRUCTION DETAILS C6 CONSTRUCTION DETAILS CONTACTS: OWNER/APPLICANT FRED MEYER STORES, INC P.O. BOX 42121 PORTLAND, OR 97242 PHONES(S): (503) 797-5617 FAX: (503) 797-3539 CONTACT PERSON: JAMES COOMBES EMAIL- JAMES.COOMBESOFREDM€Y€R.COM CIVIL ENCANEERING CONSULTANT: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT. WA. 98032 (425) 251-6222 (425) 251-8782 (FAX) JAY S. GRUBB, P.E. email: jgrubbObarghousen.com SEWER/WATER/STORK! SOOS CREEK SEWER AND--WAT1=fit DISTRICT --- - _ -- 14616 S.E. 192ND STREET P.O. BOX 58039 RENTON, WA 98058-1039 PH: (253) 630-9900 THE KROGER CO. 3800 S.E. 22ND AVENUE PORTLAND, OR 97202 PHONES(S): 503-797-7624 FAX: (503-797-7930 CONTACT PERSON: ADAM SCHATZ EMAIL: ADAM. SC HATZOKROGER.COM PUGET SOUND ENERGY PHONE- 1-888-225-5773 TELEPHONE QUEST COMMUNICATIONS 7235 S 228TH ST KENT. WA 98032 206-345-3059 EXCAVATION/EARTHWORK OUANIIIES: FOR PERMIT PURPOSES ONLY CUT (SITE) = 350 C.Y. CUT (TANK €XC.) = 2000 C.Y. FILL = 80 C.Y NET EXPORT = 2270 C.Y. EXPORT MATERIAL SHALL BE DISPOSED OF OFF -SITE AT LOCATION APPROVED BY CITY OF RENTON 0' -4 0 SURVEY PERFORMED BY: PACE ENGINEERS 11255 KIRKLAND WAY, SU. 300 KIRKLAND. WASHINGTON 98033 PH: 425-827-2014 email: poceengrs.com SURVEY DAT€D: 02.21.200$ LEGAL DESCRIPTION PORTION OF LOT "Z" KC BL-A L07LOO40 REC. #20070822900006 BASIS OF BEARINGS NAD 1983/91 BASIS OF BEARING ARE CITY OF RENTON POINTS ID #1866 AND #1868 VERTICAL DATUM NAVD 1988 CITY OF RENTON BM "KC-F-SA" ID# 2139 04Fn _!N""U Call Tall Free 1 (800) 424-5555 TWO WORDING DAYS BEFORE YOU DIG DEVECIIT MNT OF RENTON PLANNING JUN 18 2008 gECEIVEC STORE # 031 RENTON 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX ��► V4 A Cif, i. © /\ C BNG%V% "UWp PLANNING ANn n€Si A spremsTs" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BARGHAUSEN.COM FRED MEYER FUELING FACILITY ADDITION S.E.P.A. REVIEW MAY 2008 JAY S. GRUBB, P.E. 'l C T(/ Sys a 28527 r,�F'sS Oc NA L EXPIRES 0f-07- 0 Bargheusen Consulting Eneinami, Inc,: All rights reserved. No pert of this do=rnont may be reproduced In any form or by my ma".-m wiftut pernihmion In wrldng from Barghaua6n ('.hutting Fnginners, inc. 0 DATE DESCRIPTION - 06.04.07 PERMIT SUBMITTAL BCE13193 PM: AL KENDALL DRAWN: DL DATE 05.15.08 CIVIL GENERAL NOTES C1 I I I I X w 0 x I ni a U �c oo 00 co 0 0 E i= w or 0 I a� .r-r 0 cn U7 0 0 0 i1 m m a h O o a U M ^ o > w m M Ca rA o N ~ ' \mow I CAD/CALC PG w u r) cv t� a I N DRAWN PG PLAT CHK DRF w oww �4a�tn� I Erna Dx 20, FIRE ACCESS LANE ESMT. REC. NO. 9006121123 EXHIBIT "A" Ell G I� 174.2' ------------------------------------------------ CONC WALK CB SD RIM=384.60 8"PVC sD _!E 12"CMP(S)=381.60 LOT X IE 12"CMP(N)=381.35 KC BLA L07LOO40 IE 8"PVC(E)=381.60 REC. # 2007082290006 SD 5.9' 4 --------' 10 I 4 I ,II I 2 �I II / " + II i I 1 ul' ' ' I , r at- '7/ r lI�1/ I 1 11 WI ` 2 .71 4 Q i N88' 3'26 W / \ I \ r W 1 I I z, 1 r ¢ \ \ C / 1 , , , ` Lai \ A9 y ' i It I, ` \ s _ t . w I j \\ MCP#101 '1 i = i 462B-4.101M/W ' `, Z CB RIM=3 .23 rn o z l l I N=164921.979 p Q I 0 1 1 'r N IE 12"CMP= 82.83 -_� r E=1302798.699 a a+ \ ELEV=386.40 ` d l / ¢ I II I 1 , - _- ¢ i ._ " 6 DEC.---- PLANTER I I I' , r-"------ CONC WALK a " DEC. I o � i 60.7' /- I ' �390` Ill, i t 1 I , M \�- III 1 , \ ; + z I 3'X3' METAL ' 11 1 I O COLUMN 1I' ' I LU l it i ' LOT Z I I; a IIIi ' i KC BLA L07LOO40 SS RIM=385.19 / i i a yg¢i i I li , REC: # 2007082290006 CL GHNL=37s.2s I �j I ; X 8"(N)PVG 6" E,SE) PVC o ' ' I a = CP#103 462B-4.103MON BM KC F9.RESET 2007 N=164996.323 E=1302974.317 ELEV=400.41 U z O U S N I CB RIM=399.64 IE 12"CONC(N)=396.84 IE 12"CONC(S)=396.8 �1 I 56 Ln e Ll 0 / z I I � � � I I I I � - 8" D - � it I; 4 0) , 1 00 I I 1 i ss 6"PVC S SS I I I (0 W LL V ' n M I F i � I I I I I ' I Q ' 1 I I I I I ' 2 - r ' III I 1 I I I I I D- 1 • L� ' I ' I 7 a. \ U {'P I I I J V I I \ #951 , ¢ (� Z 0 F 462E-4. 51M/W(462-6.5) ' + ' In ; Q ut ; ' \ \ Q N=164770.593 i ��t i 0 1- Y o U d oz E=1302768.714 ; -0.11 , Q Z �o Q \ \ cn ELEV=389,20 3 CONC. ¢ I p .-, r, D G \ CB RIM 316.40 I , ' I I p � () / / J / IE 1 "CMP(S)= �t3.40 I I , i o w ,' U �� 60.6' ,' \ IE 12" P(E)=A .40 , ` N >r ' / i/ r , l . + o % 8" DEC YM _-sD I t----.-- . `- PLANTER 3" DEC -- PLANIFlt--------_--- -- ------ ---- _-- - 5- DDES S HEDGE r _ BOUL ERC3 - s - SDMH RIM=385.09 -�- - - ? r - T, - _. - r 2v - -r- - T- - %- ' - i.. _ ... _...... ......... /. ......_. i ...._ - _ / w 3 IE24"CMP(SE)=377.69� \ IE24: CMP(E)=377.69 `- v ' - ,..•- _. ._-.._. --1-----� - , _ _ -_ I ' P r...„ -.._.. _ o IE12"CMP(NE}=381.49 \ ¢ z , ` - ' , z'0' FIRE ACCESS ESMT, ur 1 , " - IE24"CMP(NW}=377.39 - s - REC1, NO. 9Q 1 s - - ( I , ¢ - - \ ....- _.- rt I :w i r rn °� �� w REVISION UT , Y C1 CV uy o O uy`O �%,a. 26 Qy O U, J1 o DATE I BY SIGN SD CB RIM=386.37 IE 12"CMP(N)=382.27 IE 12"CMP(E)=382.27 CONC WALK 24"CMP J� SD SD - \ LOT Y '1s KC BLA L07LOO40 REC. # 2007082290006 a i' G ---------- -----'-------------------- BUILDING OVERHANG 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 ...................................................... Civil I Structural I Planning. I Survey An Engineering Services Company paceengrs.com I i I L x 0 CB RIM=388.34 I I I E 12"CMP(W)=386.14 IE 6"PVG(NW)=38fi.04 W I d 'o t� cA N � O U z r (0 I CP#62 iv 462B-4.62M/W(462-7.1) N=164705.498 E=1302966.728 ELEV=399.83 CB RIM=399.01 IE 12"CONC.(E)=395.91 IE 12"CONC.(N)=396.06 I I GRAPHIC SCALE 20 0 10 20 40 i ( IN FEET ) i inch = 20 feet DATE 02/21/2008 SCALE 1" =20' SURVEY TEAM RG/VM FIELD BOOK 462B & ELEC. DWG FILE : \07468-11.DWG S RECORD LEGAL DESCRIPTION: PORTION OF LOT "Z" KC BLA L07LOO40 REC. #20070822900006 ilk WATER VALVE b HYDRANT ® WATER METER SQ QO MANHOLES (SS/SD) 0 CB -o- POWER/UTILITY POLE E GUY ANCHOR 0� POWER TRANSFORMER ©I !J POWER/TELEPHONE VAULT L� M POWER METER ❑ TELEPHONE/TV RISER t�f GAS VALVE ® GAS METER �-o STREET LIGHT E}�p LUMINAIRE x SPOT ELEVATION SIGN a MAILBOX CD[_Q ROCKERY CONIFEROUS TREE DECIDUOUS TREE ® FOUND CASED MONUMENT FOUND SURFACE MONUMENT CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES - LOT LINES DITCH LINE -► - ► -► FLOW LINE w WATER LINE ss SANITARY SEWER LINE sD STORM DRAIN LINE G GAS LINE uP UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES UTV UNDERGROUND CABLE TV LINES P OVERHEAD POWER LINES OHL OVERHEAD UTILITY LINES CHAIN LINK FENCE x x x WIRE FENCE 0 ❑ WOOD FENCE SITE ADRESS: 17620 108th AVE SE RENTON, WA NOTES: HORIZONTAL DATUM: NAD 1983/91 BASIS OF BEARING ARE CITY OF, RENTON POINTS ID #1866 AND #1868 VERTICAL DATUM: NAVD 1988 CITY OF RENTON BM "KC-F-BA" ID# 2139 ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN ON FEBRUARY 1 2008, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-425-5555. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYOR'S CERTIFICATE, UNLESS OTHERWISE NOTED. DEVELOPMEN PLANNING vITY OF RENTON JUN 2008 RECEIVED PORTION OF: NE1/4 NW1/4 SECTION32, T.23N., R.5E., W.M. TOPOGRAPHIC SURVEY FOR FRED MEYER PROJECT NO. 07468.11 SHEET 1 OF 7 __ 113=100' Aj 1.53 AC . !0 o 30 m h ro ry. 0 1 - 60 AC � m bs• i 7 a 1 . b 3 RS �,' � / 2.99 AC oe S ar 046 74 69- N 23-41 W - Qt.1.4 39.14 q201t.622.96 .69 N,1p!18-06 E e c yo 4i4-44 RENTON L.L.A 014-088 8904079001 1.35 ryI S. Y.H. N. 200' E 1/2-SW-HW 91962 SF 2.11 AC +3, 43831M S3 OS ra ' 35 1 600 SF •!3 l _ ...... 2 AC H 86-49 3 65_12 m = 19602 S ;.2o.38 N86-50-18F, al 1\ N T � I b G I ( I -■ I I 0 KCBLA L07L0049 a I uj o Lt:,) i 7 cv " m 23 I ■I I 1 I I I `0 I 30 I I � In 1 I o I I I I i I i s sa4ssop 1 12.50 AC i �a fa s 20070822900006 ro �N B��I 09 W Ln, a- Da 15060 � M rn 7 45 M ' m _ m m 131334 SP KO SP 1181031 ,p � l a5 Ac 8508070331 a �V) 11918 -P 29854 SF W H 42-21-02 E 45N SC. 793269 - 31173 21.60 44.80 30915 ' y %� 143.81 f� `/ / 4V e. _ - _ - -- -Q s67.39>_ 700 - 2i7.E N 88-18-0q w -- 1 q. Q N 8, - 4 W 4152/373 `y - 30's7 0393 1 Sc I-no t _.. - - S.C.84-2-03le_ - o �RK1.a1OUISi�ENT TO CO- " '-§ � 76o6aeo5� 20� 76TH ST. 2-20-35 „ ovas eni . ACCESS a 11 4S 35 +. a zs � E'1R h'F - _ 01 68-OiP6R 1iE1,IlSi!330Yi64 TO COO--P-36 v ,! - 1062908 6 NO 0%NSCi Val ' 1ti LOT 1. BY a w .._�.� ST ° as Sa a ' 165.80 i326.32S_E 176'TH ST cQli1rsa041Y3KY az .; 4592- L 7 0 Yr �r sCC M 84-2-03185- N c o n 59.J4 91034 11;C 84-2-03185-9 ul r 139,61 - 9ry 68.37'S9 .y 65 - 8' �^ 0 SO 730918 384-20' 7302160299 s•C.C. M 84=2-03189->i W F-1879.`�6 10 69.8 m kN 3 _ 9902220727 - Sy h ti 55 72 .d `' a i15. 0 1 7.P't 7G a�Ls i 06g v .0 ry 4 N ° u_n m m;i Gi.l3 � W ch u 6460 SF a N{ �.■, W i,�, g� ■0 1. at 6827 s 0.14 A IN 13179 S� Y TT Z a IR E1 1 *��'` nl tN O fV d N v A 10 ; H u � 18697 S z > ti ^ N 7i S 88-18-04 9 M o W a 64d0 SF �_ ( 5 88-18-04 6 745.83 135.0 tJl T. o lu •S) - ;cam' H.LH S•642' OF H.d/lOTHS S 88-57-26 Y. f 1 55.56 y l a t ry 10945# Ig3.3a 'O�n e so,"n In I n:. 138.10 $ ' 25966 s o!m' 61 .4 �m F ryry`` 'a 67.404E ; rn m r 1 a `� a 30 s 88-a Pfl 04 9 r I 3 33020 1 KCSP 480088 82M290550 ' N m ea-10-a! >✓ m"� 322305 0 a N ry N N Lak d 4u Ir7 h � r � N N be ul ,f Y 40 u 50 40 ' R c o10 .c Ne rh do 6ii05i275 30' 840i040749-30' N1 N 0- - 861040749-30' in N :z . N ��aA 0 :L554 T © wen � a I L� � N 40 d a 3a is �•' ' a th I o � S.E. 180TH. -PL. moo _ 37-J.12- 4623/4 S. 1 F ml 30 log. Is c 1o9.98 6 .4 89-23-08 w 110_0 .c S C I 'Ae9-»-an w � n v8 a3 rt .r I VY N r •-- •-• i � I 0.0 W 86-50-32 Be 3 45,01 46 . S 7 V 89-55-4C 30 s o r N N 30 1.91 80 75 ■ C) b w N VJ L W >0 0 0< 0 L) W z 6.1 W CN0 o W N 0 >- W � W U) Z Q� W c ~ =W� �- 0�0 LL 0- LL w 2 o' � m � c X 4 a w z CN N l5 Z2 ' N 00 3' jW 0'•. 10 CO Z 1 . y L 0 -< C V- N �+l N ry !2 CC V can It1:�3 C9 YW Wo uu o� ua LU U c: a tr I Ir. Ytl�.�tl 1 i i C C 161 REAR ELEVATION / EAST / 1 08th STREET SCALE: 1/8" = 1 '-0" FRONT ELEVATION / WEST / PARKING LOT SCALE.- 1/8" = 1'-0" • I MIIM Mr "I His IMMMIN I I LEFT ELEVATION / NORTH SCALE: 1/8" = 1'-0" 2 KIOSK GRAPHICS SCALE: 1/2" = 1 ' - 0" INSTALL REMOTE CANOPY PRICE SIGN CONTROL BOX ON COLUMN SHOWN ON SITE PLAN. INSTALL CONTROL CABLES (FURNISHED WITH SIGN) INSIDE COLUMN AND THROUGH (1) 2 1/2" PVC CONDUIT FROM COLUMN ABOVE DECKING TO CENTERLINE OF PRICE SIGN CABINET. PAINT �liA 1Tr7/ll rll1V T!rIATnl I I AAll Mr !' l I IIIf.IC 4 RIGHT ELEVATIO UTH SCALE-. 1/8" = 1 '-0" 1/ SIDE Mew 12" SIGN CABINET 10 1/2" POCKET IN CANOPY FASCIA AND DECKING SIGN rONTRACTOR TO BOLT BRACKET TO MOUNTING IRON WITH 1 /2" 0 THROUGH BOLTS 42"x2"x1/8" MOUNTING IRON FURNISHED WITH SIGN CABINET L1 1/2"x1"xl/8" TO SIGN BOX TO CLOSE VERTICAL GAP BETWEEN SIGN AND FASCIA. FASTEN WITH #10x3/8" SELF TAPPING SCREWS 0 6" O.C. PAINTED BLACK, SUPPLIED AND INSTALLED BY SIGN INSTALLER CANOPY FASCIA BEYOND PRICE SIGN CABINET SIGN CONTRACTOR TO BOLT SIGN CABINET TO ANGLE WITH 1 /2" 0 THROUGH BOLTS L3"x3,,x1/4" ACROSS PURLINS FURNISHED AND INSTALLED BY CANOPY FABRICATOR CANOPY PURLIN 1-1 1/2" x 1 1/2" x 1/8" ANGLE BRACKETS FURNISHED BY CANOPY FABRICATOR AND INSTALLED BY SIGN CONTRACTOR CANOPY DECK PANS CANOPY GUTTER 1"x3" ANGLE BY CANOPY FABRICATOR SECTION AT CANOPY SIGN SCALE: N.T.S. EQUIPMENT SCHEDULED ITEM DESCRIPTION COLOR MANUFACTURER MODEL FURNISHED BY INSTALLED BY A INTERNALLY ILLUMINATED IDENTIFICATION SIGN DUALITE OWNER SIGN INSTALLER B INTERNALLY ILLUMINATED REMOTE CONTROL PRICE SIGN SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER C STATIC WARNING DECAL _ WAYNE _ DISPENSER MANUFACTURER DISPENSER MANUFACTURER D REMOTE PRICE SIGN CONTROL BOX SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER E SIGN POLE - G.C. TO PAINT BLACK DUALITE i OWNER SIGN INSTALLER F CANOPY FASCIA RED CANOPY FABRICATOR CANOPY FABRICATOR G CANOPY FASCIA PLATINUM CANOPY FABRICATOR CANOPY FABRICATOR H LOGO - NON -ILLUMINATED (28" H x 37 1/2" W) DUALITE OWNER GENERAL CONTRACTOR I PRE-CUT BLACK AUTHORITY P IFII ATI IF R NYL ADDRESS IR DECALSLOCAL GENERAL CONTRACTOR GENERAL CONTRACTOR J DISPENSER DOOR GRAPHICS WHITE LETTEES-WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER K KIOSK FASCIA RED KIOSK FABRICATOR KIOSK FABRICATOR L KIOSK FASCIA PLATINUM KIOSK FABRICATOR KIOSK FABRICATOR M CANOPY CANOPY FABRICATOR CANOPY FABRICATOR N 6" DIAMETER BOLLARD - G.C. TO PAINT SAFETY RED GENERAL CONTRACTOR GENERAL CONTRACTOR 0 HEALTH AND SAFETY DECALS WAYNE DISPENSER MANUFACTURER GENERAL CONTRACTOR P KIOSK - PREFABRICATED ESSENTIAL GRAY KIOSK FABRICATOR GENERAL CONTRACTOR Q DISPENSER WAYNE OWNER GENERAL CONTRACTOR R ISLAND FORMS - G.C. TO PAINT SW4 HI 7 OPW OWNER GENERAL CONTRACTOR S CANOPY COLUMNS - G.C. TO PAINT ESSENTIAL CANOPY FABRICATOR CANOPY FABRICATOR T U-SHAPED BOLLARD - G.C. TO PAINT SAFETY RED RIVERSIDE OWNER GENERAL CONTRACTOR U PRICE SIGN, SEE DETAIL 8, THIS SHEET SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER V ILLUMINATED CHANNEL LETTERS DUALITE OWNER SIGN INSTALLER W WASTE RECEPTACLE/WINDSHIELD SERVICE CENTER DCI MARKETING OWNER GENERAL CONTRACTOR X ILLUMINATED LOGO SIGN DUALITE OWNER SIGN INSTALLER Y PUMP NUMBER FLAG CANOPY FABRICATOR GENERAL CONTRACTOR Q0 I MI�I6CQDCD Gv]�D�G3G�DC� DOC�L�d 1 91/ 91/if �6g 13' -0" DEVELOPMENT PLANNING CITY OF FtENTL3N JUN 18 2008 STORE # 031 RENTON 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX Q�0HAvs � n/ .... U G` r�kC E N G %N�� 'LAND PLANNING AND DESIGN SPECWJSTS' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BARGHAUSEN.COM FRED MEYER FUELING FACILITY ADDITION S.E.P.A. REVIEW MAY 2008 JAY S. GRUBB, P.E. S G WAS / _-A Ul) Z 28527 s o� A I EXPIRES 01-07- 0 Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc- 0 I DATE I DESCRIPTION - 06.04.07 PERMIT SUBMITTAL BCE 13193 PM: AL KENDALL DRAWN: - DATE 05.13.08 EXTERIOR ELEVATION AND SIGNAGE CANOPY GRAPHICS SCALE- 1/2" = 1'-0" DISPENSER ELEVATION SCALE: 11211 = 1 '-0" CANOPY PRICE SIGN GRAPHICS SCALE: 1/2" = 1'-0" mi 121=20' 2p' FIRE ACCESS LANE ESMT• REC• N0, 9006121123 EXH181T „A., �SDMH RIM=385.09 IE24"CMP(SE)=377.69\ IE24: CMP(E)=377.69 IE12"CMP(NE)=3824"1.49 _ V IECMP(NW)=377.3 LANDSCAPE PLANTING PLAN CB RIM=- IE 12"C01 1E 12"C01 LANDSCAPE PLANT MATERIAL LEGEND SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS TREES: LIQUIDAMBAR STYRACIFLUA 'CHEROKEE' / 2" CAL. AS SHOWN 8 STAKE & GUY ONE GROWING SEASON; NURSERY 0 CHEROKE€ AMERICAN SWEET GUM GROWN, BRANCHED AT 6' SHRUBS: ABELIA VAR. 'EDWARD GOUCH€R' / 21" — 24" 4' O.C. 20 HOLD 3' FROM BORDERS, SHRUBS AND TREES PINK ABELIA CISTUS HYBRIDUS / 18" a 21* 3.5' O.C. 27 HOLD 3' FROM BORDERS, SHRUBS AND TREES WHITE ROCKROSE 0 HEMEROCALLIS HYB. 'STELLA D' ORO' / 18" — 24" 2' O.C. 44 HOLD 3' FROM BORDERS, SHRUBS AND TREES YELLOW DAYLILY NANDINA DOMESTICA 'VAR.' / 21" — 24" 3.5' O.C. 43 HOLD 3' FROM BORDERS, SHRUBS AND TREES HEAVENLY BAMBOO GROUNDCOVERS: ARCTOSTAPHYLOS UVA-URSI / 4" POT 12" O.C. AS REQ'D HOLD 12" FROM BORDERS, SHRUBS AND TREES KINNIKINNICK EXISTING LANDSCAPE SEE SHEET L-2 FOR RECORD PLANTING PLAN, TO REMAIN, SAVE, AND PROTECT EXISTING LANDSCAPE SEE SHEET L-2 FOR RECORD PLANTING PLAN, TO BE REMOVED Call Toll Fran 1 (800) 424-5555 TWO WORKING DAYS BEFORE YOU DIG STATE OF WASHINGTON REGISTERED LANDSCAPE; ARCHITECT ARTHUR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) STORE # 081 RENTON 17801 103th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.3344 503.797.3509 FAX w 021 .Mo061 �a i ' HO ENG `LAND PLANNING AND DESIGN SPECWJSW 18215 72N0 AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 RARGHAUSEN.COM FRED MEYER FUELING FACILITY I ADDITION J W 0 w .E.P.A. x REVIEW of 1 MAY 2008 x LJ LJ x LL LLJ of x L� w IX x JAY S. GRUBB, P.E. x LI_ w x u- w w x LI_ w w x w w x w w 0 9arehausan C muN,na Enoinsam- Ins: xl All rights reservad. No pert of this docrumrd may be � reproduced In any form or by any means wHhout w pemriaelon in writing 5om ®argharmen Consulting x Einglneem, Ina e 0 DATE DESCRIPTION 06.04.07 PERMIT SUBMITTAL III 0 LO ab ae 0 0 cv cv co ui a� BCE 13193 rn PM. AL KENDALL DRAWN: AMS r� 1� DATE 05.1 5.08 p - - s rn c LANDSCAPE PLANTINO�'�LO�ME-7N ONNINlir PLAN JuN 18 20os1-1 L 1 RECEIVED a -- ui DESIGN NOTES: DESCRIPTION: CONSTRUCT VEHICLE FUELING FACILITY AT EXISTING FRED MEYER STORE. CODES: 2003 INTERNATIONAL BUILDING CODE 2000 WASHINGTON STATE ENERGY CODE OCCUPANCY: M (MOTOR —FUEL DISPENSING FACILITY) TYPE OF CONSTUCTION: 11—B FLOOR AREA: CANOPY — 43' X 92' = 3956 SQ.FT. KIOSK — 8 —2 X 14 —2 = 116 SQ. FT. TOTAL = 4072 SQ. FT. TAX LOT PARCEL #: 322305-9016 PARCEL AREA (TOTAL): 12.5 ACRES (544,500 S.F.) PROJECT AREA (APPROX.): 0.68 ACRES (29,750 S.F.) DEFFERRED SUBMITTAL: STATE CERTIFIED PRE —FABRICATED KIOSK PLAN & CALCULATIONS NOTE: EASEMENT NO. 20021003000635 WILL NEED TO BE REVISED SLIGHTLY DUE TO THE RELOCATION OF AN EXISTING FIRE HYDRANT ADJACENT TO THE PROJECT SITE. ALL OTHER EASEMENTS WILL REMAIN AS —IS. a ipY: 4f m' .. I .... :t I i yyy 3333i � 621i ......... .111 41: I \:~\ �. r` \J f rr / i > J i y / r J� _ t ✓.tt[ '' 3 i i' lj` y i'/ �i �'•�j i >' Y r <r,,, L\I ! x € ;'rirrrrrr:>inr,Yrri �:'✓. f.r �\ � \\ `� '\, "\, �. ` `\ '\, \, '•, \ \ \ \ \ '\ 1 I r f r.. \ \ \ \ ♦ \ \ \ \\ '\ \ \ \ \ \ (e I !'r`i % ' � JJ J i/i/ i! l� jir i� � i J�! i s • Salmi 4—_--.•. _----...___—____ _ 4 ter•! Cfi \ F � COMMUNICATION\ , ; I CONDUITS TO ST.OR ,. �,,\ ��., �. iL :vrr>:rr.>;�:rrr?rrrr"rrr. t ..•8'J-` I .. iZ a C\J\/4J........... ;21 I YYY OM hp ' 1 ` �, tt y MQ• r - - - - \i it E3 / ff'��''""'' J 4 I -< ' /�!�J � r' i 3 Al 1 n ' N i Ei € WORK AREA � E l I } luj ' CA j}{E{ W Z ff€ � I EI 6 i r r VC ll lam~' .r7. %.•e:�%I.r,-:gb.�' flT/[.A �^ �.....:...-•'.+2- :E '2Y Ntb.-S zrlisi"u�, .ft. C1Cf J c: I `� li' i \ ! � j / J/ i / r / i� i � .� k 'a'• :.> pia ?� i� jjj ,� .,,, o, ...•--` • �•_;� - 3 q<C3 RRYA RM $F. k in P<1Y'gi /S ,fv...J,.ff nD Y^.::' ` 3 41 all � ft` ..i^�....� ,ip ,{,,t' cw'?:s•L.,+:�. �� & ,�,+J>��...,•...»,. cz>z� E e••••• ..•---••E••............. EI,' € ... _ 7 , _ .._ _-�...... _. _...... �FX o� o �p 167 J J lY SE CARR c' 167 0 SITE W co w am O i— co O Q VICINITY MAP NT8 C1 CIVIL GENERAL NOTES C2 SITE IMPROVEMENT PLAN C3 DEMOLITION AND EROSION CONTROL PLAN C4 GRADING AND STORM DRAINAGE PLAN C5 CONSTRUCTION DETAILS C6 CONSTRUCTION DETAILS CONTACTS" OWNER/APPLICANT FRED MEYER STORES, INC THE KROGER CO. P.O. BOX 42121 3800 S.E. 22ND AVENUE PORTLAND, OR 97242 PORTLAND, OR 97202 PHONES(S): (503) 797-5617 PHONES(S): 503-797-7624 FAX: (503) 797-3539 FAX: (503-797-7930 CONTACT PERSON: JAMES COOMBES CONTACT PERSON: ADAM SCHATZ EMAIL: JAMES.000MBESOFREDMEYER.COM EMAIL: ADAM.SCHATZOKROGER.COM CIVIL. ENGINEERING CONSULTANT. POWER AND GAS BARGHAUSEN CONSULTING PUGET SOUND ENERGY ENGINEERS 18215 72ND AVENUE PHONE: 1-888-225-5773 SOUTH KENT, WA. 98032 (425) TELEPHONE 251-6222 (425) 251-8782 (FAX) QUEST COMMUNICATIONS JAY S. GRUBB, P.E. email: 7235 S 228TH ST jgrubb0barghausen.com KENT, WA 98032 206-345-3059 SEWER/WATER/STORM SODS CREEK SEWER AND WATER DISTRICT 14616 S.E. 192ND, STREET P.O. BOX 58039 RENTON, WA 98058-1039 PH: (253) 630-9900 EXCAVATION/EARTHWORK OUANI T IES: FOR PERMIT PURPOSES ONLY CUT (SITE) = 350 C.Y. CUT (TANK EXC.)= 2000 C.Y. FILL = 80 C.Y NEF EXPORT 2270 C.Y. EXPORT MATERIAL SHALL BE DISPOSED OF OFF —SITE AT LOCATION APPROVED BY CITY OF RENTON SURVEY DA`I'A SURVEY PERFORMED BY: PACE ENGINEERS 11255 KIRKLAND WAY, SU. 300 KIRKLAND, WASHINGTON 98033 PH: 425-827-2014 email: paceengrs.com SURVEY DATED: 02.21.2008 LEGAL DESCRIPTION PORTION OF LOT "Z" KC BLA L07LOO40 REC. #20070822900006 BASIS OF BEARINGS NAD 1983/91 BASIS OF BEARING ARE CITY OF RENTON POINTS ID #1866 AND #1868 VERTICAL DATUM NAVD 1988 CITY OF RENTON BM "KC-F-BA" ID# 2139 1 Call Toll Free 1 (800) 424-5555 TWO WORDING DAYS BEFORE `YOU DIG DEVELOPMENT PLANNING CITY OF PGNTON J U N 8 2008 E C,IV THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX �oHA&0 n U S G� T,NG EN G "LAND PLANNING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BARGHAUSEN.COM FRED MEYER FUELING FACILITY ADDITION S.E.P./A. REVIEW N MAY 2008 i r� N 01 r� JAY S. GRUBB, P.E. N-) N JP of W A Sy/ x -A Y U o 28527 O �� ss� pNA L E��\ w EXPIRES 01-07- x, © Barghausen Consulting Engineers, Inc.: ` All rights reserved. -No part of this document maybe aj reproduced in any form or by any means without permission in writing from Barghausen Consulting 6 Engineers, Inc. V) 0 DATE DESCRIPTION � - 06.04.07 PERMIT SUBMITTAL F� 00 0 C) N O G) ! -- I r� BCE 13193 PM: AL KENDALL DRAWN: DL DATE 05.15.08 rn E-7 CIVIL GENERAL:n NOTESJ LEGEND PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT 4 I SAWCUT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW COMMUNICATION CONDUIT u NEW U/G POWER P NEW TELEPHONE T NEWSANITARY SEWER ........................... SS ................ ............................ EXISTING SAN. SEWER _.._----- __-. — Ss .-._._.............____. EXISTING WATER — yy EXISTING POWER ................ .... I....... ..... NEW CONC. SWALE — CONSTRUCTION CALL CUTS Ol 43' x 92' PUMP ISLAND CANOPY WITH 5 MPD'S AND 5 ISLANDS PER ARCHITECTURAL PLANS. OREINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. SEE SHEET Al FOR CONTROL JOINTS AND SPECIFICATIONS. (D(l) 8,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON UNDERGROUND GASOLINE STORAGE TANKS PER TANK PLANS. �4 REINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANK. SEE TANK PLANS FOR DETAILS. �5 8'xl4' KIOSK ENCLOSURE PER ARCHITECTURAL PLANS. PREFABRICATED UNIT PROVIDED BY FREY MOSS. Q6 INTEGRAL CONCRETE GUTTER SWALE PER DETAIL 5/C5. SEE SHEET C4 FOR GRADES. OASPHALT PAVEMENT SECTION PER DETAIL 1/C5. (8 NEW LANDSCAPING, SEE LANDSCAPE AND IRRIGATION PLANS FOR DETAILS. ONEW CONCRETE CURB PER DETAIL 2/C5. 10 NEW. -BOLLARDS, SEE ARCHITECTURAL PLF NS FOR DETAIL. 11 NEW STORAGE TANK VENT STACK PER TANK DRAWINGS. 12 INSTALL (1) PUBLIC TELEPHONE ON 4'-0" x 6'-0" x 6" CONCRETE MOUNTING PAD. RUN (1) 3/4" CONDUIT FROM KIOSK FOR PHONE SERVICE AND (1) 3/4" CONDUIT FOR POWER. SEE DETAIL SHEET A3. 13 INSTALL (1) SELF SERVE AIR/WATER UNIT WITH CITY APPROVED BACKFLOW DEVICE, MOUNTED ON CONCRETE PAD. RUN (1) 3/4" CONDUIT FOR POWER. SEE DETAIL, SHEET A3. 0(2)-2- COMMUNICATION CONDUIT STUBS, W/ PULL WIRE FROM KIOSK FOR CONNECTION TO MAIN FRED MEYER STORE. COORDINATE'; WITH OWNER'S REPRESENTATIVE FOR EXACT LOCATION OF ENTRY POINT AT STORE. SEE DETAIL 5/C6 FOR SPECIFICATIONS. 15 NEW PRIMARY POWER SERVICE. COORDINATE REQUIREMENTS WITH ELECTRICAL ENGINEER. 16 PROVIDE (2) 3/4" CONDUITS FROM KIOSK TO EXISTING PYLON SIGN. 17 CONTRACTOR TO SAWCUT AND REMOVE EX. CURB, ASPHALT, AND CONCRETE AS NECESSARY TO INSTALL NEW CONDUIT RUN (COORDINATE EXACT LOCATION WITH FIELD ENGINEER). REPAIR PAVEMENT, CURB AND WALK TO MEET AND MATCH EXIST. FIELD LOCATE EXISTING UTILITIES PRIOR TO TRENCHING TO AVOID CONFLICT. 18 PROVIDE (2) 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR FUTURE USE). 19 INSTALL NEW 3/4" TYPE "K" COPPER Pi E TO AIR/WATER UNIT. - CONNECT TO EXISTING DOMESTIC WATER SERVICE. 20 4" WIDE TRAFFIC YELLOW PAINT STRIPE 0 45' AND 2' O.C. 21 CEMENT CONCRETE CURB AND GUTTER �ER DETAIL 9/C5. 22 EXISTING PARKING STALLS TO REMAIN. CONTRACTOR TO REPAINT STALL MARKING IF REQUIRED. 23 RELOCATE EXISTING HYDRANT 11' NORTH TO 3' CLEAR OF NEW CURB. EASEMENT NUMBER 20021003000635 SHALL BE AMENDED PER CITY OF RENTON REQUIREMENTS TO ENCOMPASS NEW HYDRANT LOCATION. NOTE: SEE SHEET C1 FOR DESCRIPTION OF EASEMENTS. PROJECT SIGNAGE SCHEDULE QNEW LOGO AND "FRED MEYER" TEXT (2Z S.F.) ONEW PRICE SIGN (26 S.F.) ONEW LOGO SIGN (7 S.F.) vD NEW LOGO SIGN (6 S.F.) TOTAL DISTURBED AREA = 24,835 SF IMPERVIOUS REMOVED 21,870 SF IMPERVIOUS REPLACED 23,785 SF LANDSCAPING REMOVED 2965 SF LANDSCAPING REPLACED 1050 SF I Am STORE ## 031 RENTON 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX FRED MEYER FUELING FACILITY ADDITION JAY S. GRUBB, P.E. EXPIRES 01-07— © Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc. DATE DESCRIPTION 06.04.07 PERMIT SUBMITTAL BCE 13193 `C3EVEGVfy 0ja PM: AL KENDALL DRAWN: DL DATE 05.15.08 `; ---------r ---------- ------- ---------T------------- ---- 2' E4"i:lkAS. :4 P E)=377..6 IE24; CMP;E) 37t.69 ;El ZCMIP(NE)�.., 3: L4 ClfP(N-W)-377.39 I I CI~ i�IPrE =39�: �4 I ?� '1? tOx�G`rfY`• w96.8� I Uj try U o I -CCO z "°r z O Vi I Ooo, €I �I i � Ii i i a i i i i f/ 8 6E I a� 8NPVC(NW;'m386,.04, I �o c.> �z I 0 N 167 w J SE CARR RD 167 SUE V) Ld Q V 0 0 0 m 1a- Vlcl ITYMAP N POST -DEVELOPED BASIN AREA SUMMARY BASINS IMPERVIOUS PAVEMENT (AC) IMPERVIOUS SIDEWALK (AC) WERVIIOUS ROOFS (AC) DISTURBED PERVIOUS (AC) TOTAL (AC) A 0.00 0.00 0.13 0.00 0:0 B 0.12 0.00 0.00 0.06 0.18 C 0.07 0.00 0.00 0.00 0.07 D 0.51 0.02 0.00 0.04 0.57 TOTAL (AC) 0.70 0.02 0.13 0.10 0M NG CATCH BASIN NG STORM PIPE \IG GRADE CONTOUR NG GRADE SPOT ELEVATION .ISH ASPHALT PAVEMENT )RARY BMP — BASIN INLET PROTECTION ,CE FLOW DIRECTION iCAPING/IRRIGATION TO - MOVED JT LIMIT fRUCTION FENCE SAGS ®®® ® � � MM ® - SUB -BASIN A - [DISCHARGE POINT BASIN BOUNDARY SUB -BASIN BOUNDARY Q 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX FRED MEYER FUELING FACILITY ADDITION JAY S. GRUBB, P.E. '�pNA L Env -14?-Rtf 01-07 b © Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Ba,ghausen Consulting Engineers, Inc. 0 DATE DESCRIPTION 06.04.07 PERMIT SUBMITTAL BCE 13193 PM: AL KENDALL DRAWN: DL DATE 05.15.08 DEVELOP'MEN't Pt ANNING JUG 18 2003 f >0° Fite. AC_,� SS ; A 23 t REC z EE SDMH' Rlis`:=385,09 IE24. CI,1r Ei=37:.6 E12`CMP(NE)=361• 9 :4 191 LTA I 10 -r ---------------------------------------------- Cif 'sIlr9 .fc�4.iii IE 12'CMP(N)=381.3 IE 8:.I.VG(rQ=35'.60 1-1 l �II I I I I I I I I dN j h rl �19g i U3 ' I I I 11 i x I is I u 17 �' I I �j IR fI ( e�•- oy o� 167 W � Q %`FS3vsv,» SE CARR RD 16 SI w N W a H o 0 0 m VICINITY MAP Nrs`LWWW- �' GRADING AND DRAINAGE LEGEND C n ri y tl il PROPOSED EXISTING; uaa M WATER VALVE I!, 97.5 PROPOSED GRADE SPOT ELEVATION .1 HYDRANT t>@ WATER METER Cl it 88------ MANHOLES (SS/SD) {I _ - --- PROPOSED GRADE CONTOUR CB (I POWER/UTILITY POLE 1� CB EI33'4 I ■ PROPOSED CATCH BASIN �"" ' its": GUY ANCHOR POWER TRANSFORMER IE 12 CON—C(S; 396.8 PROPOSED STORM PIPE 1.......1I......... POWER/TELEPHONE VAULT I, I POWER METER �V3,; '•. < :.,r= r.;a R PROPOSED ASPHALT, PAVEMENT TELEPHONE/TV RISER GAS VALVE r 1 I GAS METER STREET LIGHT { ° ° D LUMINAIRE '' PROPOSED CEMENT CONCRETE I ' . . X_ SIGN as MAILBOX I _ RIDGE PAVEMENT RIDGE ROCKERY CONIFEROUS TREE i I ' J .1%•� I�LoDECIDUOUS SURFACE FLOW DIRECTION`°' TREE I . to c+ - SUB -BASIN A = - - _ _ _ _ _ _ _ = STORM PIPE to - - ----8'-10 - - GRADE CONTOUR z ,. '. Pit,.- i A .+,'Ir- :"`...-'_'`."°":: � ''F!;.. •a�A tj':^.s�aa :� , ., Y : 4 ��? DISCHARGE POINT ' GRADE SPOT ELEVATION I � I r � I cn WOOMMM BASIN BOUNDARY SUB —BASIN BOUNDARY STORM DRAINAGE CALLOUTS O 6" PVC SDR --35 0 1.0% MIN. FOR CONNECTION OF ROOF DRAIN DOWNSPOUT COLLECTOR PIPES TO EXISTING STORM DRAINAGE SYSTEM. Q 4" PVC SDR-35 ® 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO STORM SEE ARCH. PLANS FOR CONNECTION AT COLUMN. TYPICAL FOR ALL LINES UNDER CANOPY. a U3 6 LF 6" PVC SDR-35 SANITARY: SEWER 0 3.33% ® INTERGRAL CONCRETE SWALE PE? DETAIL 5/C5 CONNECT TO I �5 OIL/WATER SEPARATOR (UTILITY VAULT MODEL 660—SA) EXISTING CATCH RIM=89.0± BASIN IE=85.7 (6" IN) IE=85.2 (6" OUT) SEE DETAIL 6/C5 © 6" BALL VALVE INSTALLED ON LINE IMMEDIATELY DOWNSTREAM OF OIL/WATER SEPARATOR VAULT. �NSTALL VALVE IN CAST IRON BOX. �SIr1Y'ir�t 5tf�'y:.:i�SV.t'i IT 90 LF 6" PVC SDR-35 SAN. SEWER LINE ® 1.0% MIN. SLOPE FOR NEW IE=386.04 CONNECTION OF OIL/WATER SEPARATOR TO EX. SAN. SEWER SYSTEM. (8" N) ® 6" CLEANOUT TO FINISH GRADE 45 LF 8" DUCTILE IRON SD ' 10 TYPE 1 CATCH BASIN WITH STANDARD FRAME AND GRATE. RIM=88.3 IE=86.5 11 TYPE 1 CATCH BASIN WITH STANDARD FRAME AND HIGH a HEEL PROOF GRATE. RIM=88.4, IE=85.9 (6" W) TYPE 1 CATCH BASIN WITH STANDARD FRAME AND GRATE. RIM=87.5f IE=84.5 (8" NW) ; '"' t:0 lu1 z ?'3•``1 1� 8" HDPE STORM PIPE @ 1.0% MINIMUM. CONNECT TO ✓'` i= "»GONu'.(Ni=30- 6.0: EXISTING 12" STORM PIPE POST -DEVELOPED BASIN AREA SUMMARY . _ ■ 1 J 1 '■ 1 1 1 • 1 1 1 1 1 i t 1 11 1 /1 1 1� 1 ,• 1 1_• 1 1 1 1 11 1 1� 1 1� � �- 1 1 1 1 1 ■,� 1 1 1 1� 1 STORE # 031 RENTON 17801 108th AVE SE RENTON, WA 98055 THE KROGER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX FRED METER FUELING FACILIT ADDITION S.E.1- .A. REVIEW MAY 2008 JAY S. GRUBB, P.E. S • ERA �o p 28527 p �� sS DNA LT EXPIRES 01-07- © Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document maybe reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc. Z� DATE DESCRIPTION - 06.04.07 PERMIT SUBMITTAL DEVE i..OPMF N-f PLANNING BCE 13193 PM: AL KENDALL JUN 10 2008 DRAWN: DL DATE 05.15.08V KIOSK FOUNDATION SCALE: 1/2)) = 1'-0" F. 0 w J —t LY w V) O V) Z 0 O to t- J w �z a zo oz N z� � 4-1 �o I I � rw U 00 (r C) - Q � w = WQ z �(7)2 1.9 5'-0" I REFER TO GENERAL STRUCTURAL NOTES, THIS SHEET ' 8'-1 1/2" (WITH ARCHITECTURAL PANELS INSTALLED) III I I 16 I I III I O I I III � I I 5 III 22 I I II I I It I u I I 26 II II O 1 II I 18 2 it I II I O m 102'-0" 92'-0" CANOPY 15'-6" , r , 3 -0 31'-0" , F , 3'-0" 31'-0" 3 -0 15'-6» 2'x2' CHAMFER AT CORNERS OF CONCRETE SLABS (TYP.) SEE SITE PLAN FOR UNLESS ADJOINING OTHER f A B C CONCRETE PAVING 12 -0° 34 -0' 34'-0" 12 -0" TANK LOCATION AND CONFIGURATION __E UIPMENT LEGEND - O ALL EQUIPMENT FURNISHED BY OWNER UNLESS I �--1 p�q o z OTHERWISE SPECIFIED r 1 FUELING DISPENSER I ( NUMBER (TY PIII III6 \`' �• l�I II _ c-n _Z OOOOo3 4' STORAGE RACK BY G.C. -J 8 _J- CANDY RACK 25 SAWCUT OR 2 7 CHAIR KEYED CONSTRUCTION Al 0 OLOTTO MACHINE 6 JOINT (TYP.) 0 00SEE DETAIL 24 TYP I SAFE OSHEET A3 o� "STEEL N o ,n CANOPY P.O.S. REGISTER COLUMN I 7 P.O.S. - BACK OFFICE UNIT CANOPY COLUMN FOOTING BELOW (TYP.) }-J - - / t \- J- � - (TYP)—�� J- - -/- J -I_ — 1 0 OTANK MONITOR DIPSENSER ISLAND (TYP.) ! 6 ° 6 I 10 0 z O CIGARETTE CARTON MERCHANDISER (TYP.)— I I I 10 10 CIGARETTE PACK MERCHANDISER PRODUCT DISPENSER TYP. T8. I CO 191.' I in (0 r- - - i I --T - - 1 - - - - —r- J- 46 C.F. ICE MERCHANDISER BOLLARD 6" CONCRETE PAD REINFORCED \ / I (TYP. \ / I - 12 SODA REACH -IN COOLER - BY VENDOR I ( o I I O WITH FIBER MESH I I �_ I I I 13 SODA VENDING. MACHINE - BY VENDOR T- EDGE OF I I SALES CANOPY -' KIOSK , 14 2-A: 5-B:C FIRE EXTINGUISHER BY G.C.. QUANTITIES ABOVE (FOUNDATION; AND LOCATIONS INSTALLED PER LOCAL CODE SHOWN) 6" PIPE 00 15 ANTI -FATIGUE MAT BOLLARD (TYP.) CONCRETE REFERENCE SITE PLANS FOR 16 DEAL TRAY/MERCHANDISE DRAWER LANDING ORIENTATION OF LAYOUT 17 PANEL BOARD AT DOOR 18 STOOL r,--�CONSTRUCTION IMPROVEMENT PLAN 18 SHELF ABOVE SCALE: 1" = 10'-0" 100% BUTYL COATED PVC FOAM 3'-O" CORE SEALANT TAPE UNDER PREMANUFACTURED KIOSK WALL. NORTON K31316 3/16"x1/2"—\ s cD 20 4" FIBER REINFORCED SLAB WITH THICKENED EDGE z w 0 0 . ` SEE SPECIFICATIONS FOR � SUBGRADE PREPARATION #4x2'x2' DOWELS U 3" CLEAR 24" O.C. TYP. CONCRETE FOOTING WITH • • -` (2)-#5 BARS CONT. TOP AND BOTTOM KIOSK FOUNDATION WALL 5 CALF- N.T.S. PREFABRICATED KIOSK BY OTHERS. CONTRACTOR TO ANCHOR KIOSK TO FLOOR SLAB WITH 1 /2" 0 x 3 3/4" EXPANSION ANCHORS (HILTI BOLT II OR EQUAL). VERIFY BOLT SIZE REQUIREMENTS PER LOCAL CODE. CAULK WITH SILICONE SEALANT RIGID INSULATION PER LOCAL BUILDING CODE CUT 1/2" CHAMFER ON EACH SIDE OF THE TOP OF THE INSULATION. SEAL EACH CHAMFER VOID WITH CAULK SLOPE CONCRETE DRIVE AWAY FROM KI013K MIN. 1 /8" PER FOOT 1" EXCEPT 1/4" MAX. AT DOORS CIG. SIGN KIOSK GLAZING BUILT IN COUNTERTOP MERCHANDISE TRANSACTION DRAWER 4"x4"x24" WIREWAY INSTALL CONDUIT AND SEAL PER CODE FOR SPEAKERS BUILT IN SHELF 20 6" PIPE BOLLARD - BY G.C. (TYP. 4) F RE D MEYER COLUMN BOLLARD 21 BULLETIN BOARD - G.C. TO MOUNT ABOVE PEEPHOLE FUELING FACILITY ELECTRICAL 1 -6 22 INTERCOM MASTER STATION ADDITION ACCESS OPENING IN ALL COLUMNS I 23 BULK SODA DISPLAY - BY VENDOR CONDUITS BY i 4" CANOPY DOWNSPOUT 24 OIL MECHANDISER - SEE "CONSTRUCTION IMPROVEMENT ELECTRICAL INSIDE COLUMN DAYLIGHT PLAN". CONTRACTOR TO ANCHOR TO CONCRETE DRIVE CONTRACTOR. SEE ! I AT GRADE IF NO STORM WITH 1 /4" HILTI KWIK BOLT II AT EACH CORNER &�TM A�A��P V��I�S !! i I EPLAN CONNECTION.SEE SITE DRAWINNG 25 2-A: 10-B:C .FIRE EXTINGUISHER IN STEEL CABINET PRE AND ANCHOR BOLTS BY CANOPY II I I I (TYP, 2) G.C. TO MOUNT BOTTOM 32" ABOVE PAVING. -APPLICATION MANUFACTURER I �I I INVERTED U-SHAPED CIVIL ENGINEER MUST VERIFY ACCESSIBILITY. SEE "CONS �3UCT1 N""'IMPROVEMENT PLAN" SET PIPE ABOVE 'i II I I BOLLARD GRADE II i I 26 CIGARETTE MERCHANDISING SIGN PANELS � PIPE BELOW I i I) WRAP COLUMN WITH 3 0 5 15 0 S GRADE I I 1/2" PREFORMED 27 INTRUSION ALARM KEYPAD . . TOP OF ISLAND _ (I i I _ EXPANSION JOINT MATE IAL. ELASTOMERIC 28 EMERGENCY 90 CALL BOX (IF REQ'D.) _ ! I I I CAUL AT TOP OF JOINT I I I CONTINUE _ o .> I I DOWNSPOUT FOR STORM SEWER CONNECTION IF GENERAL STRUCTURAL NOTES: r AVAILABLE. SEE SITE TOP OF PLAN DRAWING DESIGN CRITERIAa `, ` . `iR `I";'; `:.E, FIRST POUR cn z NON SHRINK 1. > ALLOWABLE SOIL BEARING PRESSURE 1500 PSF II GROUT APPLICABLE CODES z Of 0-)_ — — _ — — — _ _ _ — r;'' 2, UNIFORM ¢UILDING CODE. 1997 EDITION 4, Q 2.1- AMERICAN x:CONCRETE INSTITUTE. BUILDING CODE REQUIREMENTS FOR STRUCTURAL ,♦O OLi2.2. CONCRETE'(ACI-318). LATEST EDITION age CANOPY 3. 3.1. CANOPY FQUNDATIONS SHALL BE CONSTRUCTED BY THE GENERAL CONTRACTOR IN N = w Q ACCORDANCE WITH A DESIGN PROVIDED BY THE CANOPY MANUFACTURER. ANY DESIGN ofD DETAILS ON THIS SHEET ARE PROVIDEDFOR BID PURPOSES ONLY, AND MAY NOT ,� 2E3527 �s�STE��' Q REFLECT THE FINAL DESIGN 3.2. ANCHOR BOLTS ARE SUPPLIED BY CANOPY MANUFACTURER 3.3. ANCHOR OLT PATTERNS SHALL BE PROVIDED BY THE CANOPY MANUFACTURER REFER TO CANOPY 3.4. CANOPY SIPERSTRUCTURE, INCLUDING COLUMNS, BASE PLATES AND ALL STRUCTURAL ®�-07- STEEL COMPONENTS SHALL BE SUPPLIED AND ERECTED BY THE CANOPY MANUFACTURER. MANUFACTURER DRAWINGS 4. � CAST -IN -PLACE CONCRETE ©BarghausenConsulting Engineers, Inc.: All rights reserved. No part of this document may be SEE GENERAL STRUCTURAL NOTE 3.1 4.1. STRUCTURAL CONCRETE FABRICATION AND CONSTRUCTION SHALL CONFORM TO ACI reproduced n any form m Bargby crusemeanso without perrnissioninwritingiromBarghausenConsulting BUILDING CODE ACI-318, LATEST EDITION. Engineers, Inc. 4.2. PORTLAND'CEMENT SHALL CONFORM TO ASTM C150, TYPE I UNLESS NOTED OTHERWISE IN GEOTEC)INICAL REPORT. DATE DESCRIPTION CANOP OL�MN FOOTING 4.3. REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND AT ALL INTERSECTIONS. PROVIDE CORNER BARS IF NECESSARY WITH LAPS. 06.04.07 PERMIT SUBMITTAL SCALE: 1/2"=1'—O" 4.4 MINIMUM gEINFORCING COVER REQUIREMENTS ARE AS FOLLOW: _ > CONCRETE CAST AGAINST EARTH 3 INCHES 3 INCHES 4'-2' 1'-2 > CONCRETE EXPOSED TO WEATHER OR EARTH: > i #6 BARS & LARGER 2 INCHES > 5 45 BARS & SMALLER 1 1/2 INCHES =t {- a 0 - w D1 /4" PLYWOOD BACKING w CL J s w 4 2" n I r1TCC. 1. CONSTRUCT WITH 3/4" MEDIUM DENSITY PARTICLEBOARD 2. BACK TO BE 1 /4" AB GRADE PLYWOOD 3. FINISH EDGES WITH PINE 4. PRIME AND PAINT ENTIRE UNIT SHERWIN WILLIAMS SW6002 "ESSENTIAL GRAY" > CONCRETE SLABS, NOT EXPOSED TO WEATHER OR EARTH 1 INCH 4.5 REFER T0' PROJECT SPECIFICATION SECTION 3300 FOR ADDITIONAL NOTES. SITE NOTES FOR CANOPY INSTALLATION: 1. TOP OF FIRST PQUR OF COLUMN FOOTINGS SHALL BE AS SHOWN ON THE GRADING AND DRAINAGE PLAN DRAWING. ANY DEVIATION FROM THESE ELEVATIONS SHALL BE REPORTED TO CANOPY SUPPLIER PRIOR TO FABRICATION OF COLUMNS. 2. ANCHOR BOLTS SHALL BE INSTALLED PLUMB WITH TEMPLATES FURNISHED. ALL THREADS SHALL BE CLEAN_ AND FREE OF CONCRETE SPILLAGE. 3. BLOCK -OUT PAVING AT EACH COLUMN FOOTING SHALL BE AT LEAST SIX INCHES BEYOND EDGE OF COLUMN BASE PLATE AND SHALL BE A MINIMUM OF 36" DIAMETER. 4. ALL YARD PAVING WITHIN A DISTANCE OF FIVE FEET BEYOND THE PERIMETER OF THE CANOPY SHALL BE IN PLACE WITH NO OPEN HOLES OR TRENCHES PRIOR TO CANOPY INSTALLATION. 5. CONTRACTOR SHALL FURNISH A DUMPSTER ON SITE FOR USE BY CANOPY INSTALLER FOR ;LEAN -UP OF CRATING AND SHIPPING DEBRIS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL COORDINATION OF INSTALLATION SCHEDULE WITH CANOPYSUPiPLIER. ANY DEVIATION FROM THE MINIMUM SITE CONDITIONS LISTED ABOVE OR A CHANGE IN SCHEDULING RESULTING IN ADDITIONAL COST TO THE CANOPY SUPPLIER, WILL BE BACK -CHARGED TOTHE CONTRACTOR. DEVELOPMENT PLANNING BCE 13193 CITY OF RE.NTON PM: AL KENDALL JUN 18 2UO8 DRAWN: - DATE 05.13.08 RECEIVEb CONSTRUCTION AND FOUNDTION PLANS SCALE: 1/2" = 1'-0" SCALE- 1/2" = 1'-0" \ ` SCALE: 3/4" — 1'-0" A MR C SCALE: 1 /8" = 1 '-0" 2 KIOSK GRAPHICS SCALE. 1 /2" = 1 ' -0" A2 \ to I REAR ELEVATION / EAST / 108th STREET mile 015,11,61AW1111111 z SCALE: 1 /8" = 1 ' -0" INSTALL REMOTE CANOPY PRICE SIGN CONTROL BOX ON COLUMN SHOWN ON SITE PLAN. INSTALL CONTROL CABLES (FURNISHED WITH SIGN) INSIDE COLUMN AND THROUGH (1) 2 1 /2" PVC CONDUIT FROM COLUMN ABOVE DECKING TO CENTERLINE OF PRICE SIGN CABINET. PAINT r SCALE: 1 /8" = 1 ' - 0" 1/ '�,-IF)f1_ F R C1 Ivy r12"SIGNABINET w z I 10 1/2" POCKET IN CANOPY FASCIA AND DECKING SIGN CONTRACTOR TO BOLT BRACKET TO MOUNTING IRON WITH 1/2"0 THROUGH BOLTS L2"x2"x1/8" MOUNTING IRON FURNISHED WITH SIGN CABINET 1-1 1 /2"x 1 "x 1 /8" TO SIGN BOX TO CLOSE VERTICAL GAP BETWEEN SIGN AND FASCIA. FASTEN WITH # 10x3/8" SELF TAPPING SCREWS @ 6" O.C. PAINTED BLACK, SUPPLIED AND INSTALLED BY SIGN INSTALLER CANOPY FASCIA BEYOND PRICE SIGN CABINET SIGN CONTRACTOR TO BOLT SIGN CABINET TO ANGLE WITH 1 /2" O THROUGH BOLTS L3%3%1/4" ACROSS PURLINS FURNISHED AND INSTALLED BY CANOPY FABRICATOR CANOPY PURLIN L.1 1 /2" x 1 1 /2" x 1 /8" ANGLE BRACKETS FURNISHED BY CANOPY FABRICATOR AND INSTALLED BY SIGN CONTRACTOR CANOPY DECK PANS CANOPY GUTTER 1 "x3" ANGLE BY CANOPY FABRICATOR SECTION AT CANOPY SIGN SCALE: N.T.S. EQUIPMENT SCHEDULED ITEM DESCRIPTION COLOR MANUFACTURER MODEL FURNISHED BY INSTALLED BY A INTERNALLY ILLUMINATED IDENTIFICATION SIGN DUALITE OWNER SIGN INSTALLER B INTERNALLY ILLUMINATED REMOTE CONTROL PRICE SIGN SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER C STATIC WARNING DECAL WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER D REMOTE PRICE SIGN CONTROL BOX SKYLINE PRODUCTS, INC.- OWNER SIGN INSTALLER E SIGN POLE - G.C. TO PAINT BLACK DUALITE OWNER SIGN INSTALLER F CANOPY FASCIA RED CANOPY FABRICATOR CANOPY FABRICATOR G CANOPY FASCIA PLATINUM CANOPY FABRICATOR CANOPY FABRICATOR H LOGO - NON -ILLUMINATED (28" H x 37 1/2" W) DUALITE OWNER GENERAL CONTRACTOR AUTHORITY P BLACKIFIVINYL IF R IR DECALSPER-LOCAL GENERAL CONTRACTOR GENERAL CONTRACTOR J DISPENSER DOOR GRAPHICS RED HIT IT R WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER K KIOSK FASCIA RED KIOSK FABRICATOR KIOSK FABRICATOR L KIOSK FASCIA PLATINUM k KIOSK FABRICATOR KIOSK FABRICATOR M CANOPY CANOPY FABRICATOR CANOPY FABRICATOR N 6" DIAMETER BOLLARD - G.C. TO PAINT SAFETY RED ' GENERAL CONTRACTOR GENERAL CONTRACTOR 0 HEALTH AND SAFETY DECALS WAYNE DISPENSER MANUFACTURER GENERAL CONTRACTOR P KIOSK - PREFABRICATED I L Y KIOSK FABRICATOR GENERAL CONTRACTOR O DISPENSER WAYNE OWNER GENERAL CONTRACTOR R ISLAND FORMS - G.C. TO PAINT 4 GRAPHITE7 SW OPW OWNER GENERAL CONTRACTOR S CANOPY COLUMNS - G.C. TO PAINT ESSENTIAL Y CANOPY FABRICATOR CANOPY FABRICATOR T U-SHAPED BOLLARD - G.G. TO PAINT SAFETY RED RIVERSIDE OWNER GENERAL CONTRACTOR U PRICE SIGN, SEE DETAIL 8, THIS SHEET SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER V ILLUMINATED CHANNEL LETTERS DUALITE OWNER SIGN INSTALLER W WASTE RECEPTACLE/WINDSHIELD SERVICE CENTER DCI MARKETING OWNER GENERAL CONTRACTOR X ILLUMINATED LOGO SIGN DUALITE OWNER SIGN INSTALLER Y PUMP NUMBER FLAG CANOPY FABRICATOR GENERAL CONTRACTOR STORE # 031 RENTON 17801 108th AVE SE RENTON, WA 98055 THE KROOER COMPANY AND FRED MEYER STORES INC. 3800 SE 22ND AVENUE PORTLAND, OREGON, 97202 503.232.8844 503.797.3509 FAX .:F: .�1.:• G< GJ' �' T1NG ENG�VF "LAND PLANNING AND DESIGN SPECIALISTS' 18215 72NO AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 BARGHAUSEN.COM FRED MEYER _UELING FACILITY ADDITION 05.15.03 JAY S. GRUBB, P.E. S �P pE WAS// i �o 28527 IONAI�EEN�'\�� EXPIRES 01-07- 0 Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc. 0 I DATE I DESCRIPTION 06,04.07 PERMIT SUBMITTAL DEV CI_ PMEar Y OFRE.N�I{NG )N BCE 13193 JUN 18 2008 PM: AL DRAWN: ENDALL '• Et DATE 05.13.08 h SCALE: 1 /2" = 1 ' -0" RUM'all , . w SCALE: 1/2" = 1'-0" SCALE: 1 /2" = 1 '-0" A. .9421 Lei ILI J FRONT OF CONCRETE PAD SHALL BE FLUSH WITH DRIVE SURFACE 5 A3 6" 4'-0" DRIVE SURFACE 6" CONCRETE CURB b 2'-0" rL — z FRONT — — AIR COMPRESSOR FURNISHED AND INSTALLED BY OTHERS- 0 I F — — — —� I 0 w I i o� V L-----� i 3/4" CONDUIT FROM KIOSK 4'-0" X 4'-0".X 6" 2'-0" CONC. PAD W/#4 BARS EACH WAY AT 18" O.C. AIR COMPRESSOR MOUNTING PLAN SCALE: 3/4" = 1'-0" 4" SQ. STEEL TUBE POLE WITH BASE PLATE & ANCHOR BOLTS- #6 STRANDED BARE COPPER GROUND WIRE, ATTACH TO GROUNDING LUG ON POLE AND GROUNDING CLAMP ON CONDUIT LIGHT POLE BASE PLATE PER MANUFACTURER'S SPECIFICATIONS 1 " CHAMFER ANCHOR BOLTS PER POLE MANUFACTURER'S SPECIFICATIONS #4 REBAR, 4 EACH VERTICAL #3 REBAR CROSS TIES ® 12" O.C. 3/4" RIGID CONDUIT (24" MIN.) BELOW FINISH GRADE 3000 PSI CONCRETE METAL HALIDE LAMP & FIXTURE WITH POLE, ANCHOR BOLTS & C BASE COVER SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR N 0 HANDHOLE WITH COVER ANCHOR BOLT BASE COVER PER MANUFACTURER'S SPECIFICATIONS LEVELING NUTS _ i 2'-0"0 NOTES: THIS CONC. LIGHT BASE DESIGN ASSUMES THERE ARE NO UNUSUAL WIND LOADING OR SEISMIC CONDITIONS. THE FAILURE OF THESE CONDITIONS MAY REQUIRE SIGNIFICANT CHANGES TO THIS DESIGN. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NO UNUSUAL CONDITIONS EXIST. IF AN UNUSUAL CONDITION EXISTS, THE GENERAL CONTRACTOR MUST NOTIFY THE OWNER/ENGINEER IMMEDIATELY. AREA LIGHT DETAIL 18" 0 SCALE: 1-1 /2" = 1 '-0" CONCRETE CAP NC, FILLED 3T ADE DIA, CONCRETE TING. DO NOT FORM DW GRADE ::� 1/2" BACKER ROD 1/4" JOINT SEALANT-3/4" DEEP (MIN.) °. ° d _ d N a 4° d a Q ° PLACE JOINTS AS SHOWN ON CONSTRUCTION IMPROVEMENTS PLAN. SAWCUT WITHIN 24 HOURS OF FINISHING CONCRETE. SAWCUT JOINT RAL CONTRACTOR IS TO CONTACT THE LIGHT UFACTURER FOR THE CHOR BOLT/BASE PLATE kTION AND TO ENSURE LIGHT MANUFACTURER OF ANY UNUSUAL 3 PRIOR TO INSTALLATION ANCHOR BOLT PLAN SCALE: 3" = 1'-0" 0 0 U w z 1/2" TOOLED RADIU ASPHALT ' OVERLAY 3-0" � \_ MIN. E az0 4� = F �\\j/\///j\ w Q°a PAVING TRANSITION DETAIL 8 SCALE. 3/4" = 1 '-0" CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER.' PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. ' 1/2" BACKER ROD JOINT SEALANT 3/4" DEEP (MIN.) CONC. PAVING 3/4" X 24" SMOOTH DOWELS 18" O.C. W/HALF GREASED (MUST BE GREASED TO ALLOW d EXPANSION) 1/2" EXPANSION MATERIAL CONSTRUCTION JOINT SCALE: 11 /2" = 1 '-0" PLACE AGAINST CONCRETE TANK SLAB, ABUTTING ROADWAY PAVEMENTS AND STRUCTURES (BUILDINGS, CANOPY COLUMNS, CATCH BASINS, ETC.) JOINT SEALANT 3/4" 1/2" BACKER RODS \DEEP (MIN.) O d° d . NElk WORK° ° EXISTING. CONCRETE.- d PAVEMENT ..O.R STRUCTURE` a d ° EXPANSION JOINT 1/2" EXPANSION MATERIAL FRED MEYER FUELING FACILITY ADDITION P� S � cRUO c s 28527 S��MAL E, © Barghausen Consulting Engineers, Inc.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Barghausen Consulting Engineers, Inc. A DATE DESCRIPTION 06.04.07 PERMIT SUBMITTAL DEVELOPMEUI PL6\M CITY OF REN7-t71~• BCE 13193 PM: AL KENDALL JUN 18 2008 DRAWN: - DATE 05.13.08 RECEIVE,f YARD DETAILS SCALE: 3/4" = 1'-0" NOTE: REFER TO SITE PLANS FOR QUANTITY AND LOCATION SCALE: 1-1 /2" = 1 '-0" SCALE: 1-1 /2" = 1 ' —0" 1