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Home My WebLink AboutPlan, Tentative APPLICANT 5/2/2012PROJECT DATA SITE ADDRESS: 3264 GATEWAY STREET CONSTRUCTION TYPE: SPRINGFIELD, OREGON 97477 MAP 17S-03W-22 TAX LOT 2101, APN # 1703222003101 SITE AREA: 13,504 SF (0.31 ACRES) SITE ZONING: CC-COMMUNITY COMMERCIAL PARKING: EXISTING BUILDING: 1,840 SF RESTUARANT, 76 SEATS 19 EXISTING PARKING SPACES PROPOSED BUILDING: 2,096 SF RESTAURANT, 40 SEATS: 11100 SF GFA REQUIRED = 21 SPACES TOTAL PROVIDED: 16 SPACES BICYCLE PARKING: REQUIRED: I SPACE PER 600 SF OF FLOOR AREA = (4) SPACES PROVIDED: (4) SPACES BUILDING DATA: CONSTRUCTION TYPE: EXISTING BUILDING: TACO TIME 1,840 SF PROPOSED BUILDING: PANDA EXPRESS RESTAURANT 2096 SF TYPE V-B, NON RATED, NON SPRINKLERED OCCUPANCY: PANDA EXPRESS RESTAURANT: A-2 ASSEMBLY HEIGHT - STORIES: ONE STORY EXISTING BUILDING L 11:1 SHARED ACCESS DRIVE DEMOLITION PLAN KEY-N-01TES All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporalJon without the written permission of Panda Express Inc. DRAWN BY: SAR 3264 GATEWAY STREET SPRINGFIELD, OREGON 97477 Ai f_ SHADED ACCESS ROAD i KEY NO QEXTENT OF WORK, SEE CIVIL DRAWINGS f 49 49 f ,, \ DIRECTIONAL SIGN REFER TO SIGN VENDOR 32 n33 \ L / FOR ACTUAL LOCATIONS AND LAYOUT 0 0 6 G'A 0 Q3 NEW PARKING LOT POLE LIGHT TYPICAL C A0.2 45 ----- ----- 45 ---- ° ° ° -..__ ELECTRICAL DRAWINGSCE AND SWITCH GEAR, SEE T C H I t1 5 33 ° 4 ° 4 . q . ,_,.... ........ .......:.. m "moo ., _ < ...... . - _ m m sommom . _ _ _ _ ...s: _ .....,.. m _ ..... _ .mo.,,.r ".m..... _ EXISTING ASPHALT PAVING r.....r+ Q n 4 !- ° F 3 ° 1 .o ° ° 3 d f PANDA RESTAURANT GROUP INC. 4 - -' a IRRIGATED LANDSCAPING TYPICAL, SEE LANDSCAPE PLANS $Rosemead Califomia Ave. d EXISTING CONCRETE CURB TO REMAIN 9'I 77U COVERED CMU TRASH ENCLOSURE - SEE DETAIL 45 °r Q A0.2 Telephone: 626.799.9898 ° 4 4 _ b 32 ° 1 10 PICK -UP WINDOW SENSOR LOOP. SEE DETAIL I0 /A0.3 10 Facsimile: 626.372.8288 f 42 27 6 f I FOR LAYOUT AND REQUIREMENTS A0.3 .. <+ —1 ° 27 q 11 CONCRETE WHEEL STOPS, SEE DETAIL 5/A0.2 ° M d 27 ° 1 PAINTED DIRECTIONAL ARROW, SEE DETAIL 1$ All ideas, or represented b designs, th s arrangement are the property P Y 9 Property of n b ° Panda Express Inc. and were created for use on ° Q13 PAINTED TRAFFIC SIGNAGE, TWO COATS, HIGHWAY this specific project. None of these ideas, designs, WHITE PAINT arrangements or plans may be used by or disclosed 7 f n to any person, firm, or corporation without the 3b ° 1j+ -0, '+ °¢- r" 4+ _ fj u 2 `- " iJ -1" ° f I written permission of Panda Express Inc. 4 14 ACCESSIBLE PARKING POLE SIGN, SEE DETAIL INTERNATIONAL ACCESIBILITY SYMBOL Q 2 ! t_ ACCESSIBLE PARKING SPACE, SE DETAIL A0.3 32 ° ` a ! ACCESSIBLE PARKING SPACE AND LOADING ZONE 4 32 Cl- tr , „ REVISIONS: {{ ci3 ° Q PAINT LOADING ZONE W/ 4 WIDE STRIPES Q2-0 OC A0.3 IIf Q 27 f q `f 6 # PAINT 4" WIDE SOLID PARKING STRIPPING W/ TWO (2) ! 17 COATS HIGHWAY WHITE PAINT 5 °- I 34 39 iqy ; _.! 33 i8 DENOTED HC ACCESSIBLE VAN PARKING SPACE UJ 12 17 19 PAINTED CROSS WALK W/ (2) COATS HIGHWAY WHITE PAINT I f ca• C, f n sf 32 i ILI q w.-, :a ° , Cl) 2(} EXISTING CATCH BASIN, SEE CIVIL DRAWINGS h N q cv Qt! 33 1 Ll cv { ° i 21 STEEL PIPE GUARD -PAINT TO MATCH 11 ° i f _ +1 + _ ++ f SAFETY YELLOW, SEE DETAIL A0.3 I f 3 s?> 54 f v I cj t 12` -0" 12 01111 &' -8" 3fc+' -Q>" 201-011 5' -11+' 4 I 14 X 22 DETECTABLE WARNING, SEE DETAIL ILI I (4) EQ. SPACES A0.3 f ° . ISSUE DATE: 4 ONINVid ON f UNDERGROUND GREASE INTERCEPTOR - SEF CIVIL & ° 3 1$ 14 I 23 PLUMBING DRAWINGS 21 _ ° sir PERMIT APPLICATION 41U4112 0 D ° ° CONC. DRIVEWAY (NO COLOR), S' THICK 27 13 Q 7 2ND MDS REVIEW APPLICATION 4104/12 a $ 7 z J f 15 , ° 24 W /6x6• -10/ 10 'W WM, PROVIDE UNDERSIAB , - AO TREATMENT PER SOILS REPORT. SEE DETAIL 3 - $ f m f q u 3RD 33KV IN3 I 4TH CONCRETE CURB AT SIDWALK PAVING SEE DETAIL 12 ___- f t t` :. 1 t = f °. d 5TH r6 6TH - 54 .. b ! / 4i} I - ., -- l EDGE OF SIDEWALK AT PLANTER ° 4 A0.3 a I ..• .- I -!_ . Chi i I I i _ t i------- ------ CONCRETE BAT PLANTER CUR R - i 32 } - 4 6 ca -. 4 b ° LU CONCRETE SIDEWALKS AND FLATWORK 4" THICK OVER Q - ; 1$.00' tGJ 6 _ , .. x Lit 12 COMPACTED GRANULAR BASE. PROVIDE POSITIVE . _ 25 f DRAWL BY. SAR u 4 d a _ ,.:.DRAINAGE AWAY FROM BUILDING. PROVIDE ° ° 31 27 26 f 4 4 q 27 -' ° I , j CONTROL JOINTS AT 6'-0" EACH WAY MAX. q 9 4 I _ l <C EXPANSION J @ 20-•0 EXPA NT 17 O1 o,C MAX. ' f .... - . -a- _ •.. ,.: .- ; . .- .::.. .. •: _ ; - to L._. w 3o TOOLED PANDA PROJECT #: S8-12-D31 -- ,- - .. . -- - .- 3D. ! . .. - -.; . - . .: - •- • . •. 28 .. -. .. D JOINTS TYPICAL }1 39 '- - r. -, :.. • : t ARCH PROJECT #: 1111 ACCESSIBLE RAMP W/ DETECTABLEWARNING J EXISTING CONCRETE CURBS TO REMAIN _ ARCHITECT. EXISTING CONC, SIDEWALK T4 REMAIN. 26 + 21 _n f ° { O SAW -CUT LINE FOR NEW AC PAVING. SEE CIVIL ' ' DRAWINGS FOR LOCATION AND EXTENT. if r tt{ MENU BOARD SENSOR SEE DETAIL 13 35 FOR SENSOR LOOP REQUIREMENTS A0.3 F f REITER DESIGN GROUP 27 t 42 - PANDA „ 36 EXISTING MONUMENT SIGN TO REMAIN ARCHITECTS, INC. 4 2 i "t tt j f 4 I 7965 SW CIRRUS DRIVE :.. , EXPRESS f ! ' 44 EXISTING POWER TRANSFORMER AND PAD TO EXIST. BUILDING BEAVERTON OREGON 97t}8 - -- '— -- X-7, ° E 37 REMAIN. VERIFY EXISTING SERVICE TO BUILDING ? f r I :.I• ilk 2,096 SF ° (503} 574 -3C13b FAX (5C}3) 574 -2916 6" CONC. PAD FOR TRASH RECEPTABLE. SEE DETAIL A0.2 t , 33 NEW ASPHALTIC CONCRETE PAVING. SEE CIVIL FOR - -. # u i Q PAVEMENT DESIGN AND EXTENT. r 000 STAMP: 46 000 I Lry CLEARANCE BAR, REFER TO SIGN VENDOR PLANS FOR f D f ETAILS RGE L RoeISO , s._ 10 00 j kmm+m# r ! ,°"'°4;1 fax`.i''wa». _a:_ _: 1 41 NEW STORMWATER FACILITY, SEE CIVIL DRAWINGS. . m NEW STORMWATER FLOW THRU PLANTER. 6" REINF. £ f — --I 6 , , ° : #_ 42 2524 0 5 ' -- } Q CONC. WALLS SEE CIVIL DRAWINGS. •. I_ i ; , •-, 4 O - + ;`' " CURB T f - qtr Q , CU INLET FOR STORMWATER FACILITY, SEE CIVIL Q ° 1 1 --- .. 0 Q l, ! ° ° ` DRAWINGS. I 1 _.. I L_ _ _ - EXISTING UTILITY POLE TO REMAIN. c f 12, _0„ S, _ _3++ _ 27 gr000l 43 a ° E 53 45 EXISTING LANDSCAPING TO REMAIN ! it 1 -4 21— -i 39 i3 ;.. - ° 4 DRIVE THRU MENU BOARD. G.C. INSTALLS BOTH MENU 27 10 BOARD AND ORDER CONFIRMATION PANEL, PANDA EXPRESS INCLUDING THE CONCRETE FOOTING. SEE DETAIL. A0.3 GATEWAY MALL 37 I ACCESSIBLE RAMP W/ DETECTA$LEWARNING. SEE 1 S < 47 DETAIL A0.3 _ { IMR # _ .lilll= _ _ _ _ mow= _ _ _ _ 'AI.O111I.Q_= 11. _ _ i i • _ _ ilt = # slMi It = A F IR fY ° PROVIDE AND INSTALL TRAFFIC SIGNAGE, "SfOP" AND / 5 ---i r "RIGHT-TURN-ONLY' 45 I 3264 GATEWAY STREET 49 EXISTING TREES TO REMAIN, TYPICAL SPRINGFIELD, OREGON 97477 4 32 C -- - -' g 32 c 5Q THICKENED EDGE CONCRETE APRON. SEE DETAIL A0.3 . 36 d 33 51 BICYCLE PARKING SPACES AND BICYCLE RACK. SEE DETAIL A0.2 I ' 52 NEW INLET CATCH BASIN, SEE CIVIL DRAWINGS t Q x 53 EXISTING CONC. DRIVEWAY TO REMAIN 54 EXISTING POWER VAULT TO REMAIN r,*'1`\SITE Aal Ill 101-011 a l SITE PLAN 7" SAY - ° final Submittal .. S --X rv1 n. 0 C A- "BRUCE & DANA» 'COMMERCIAL RIB' 24GA. 6Xfi ROUGH SAWN METAL ROOFING PANELS /1 -1/2" MR. 'Z' PERLINS CEDAR COLUMNS AT 24" OC j 2X6 CEDAR TRELLIS MEMBERS AT 16" ox. 3 -5/8 t' X 6" IMBEDS 6X6 ROUGH SAWN 30 O.C. (4 PLACES) CEDAR TRELLIS 87X8" AREA DRAIN PRE -CAST STONE SIMP. H2.5 TIE AT EACH. COLUMNS -- TIED TO SANITARY WALL CAP 2, -D. JOIST 2' -0„ CONNECT SYSTEM PO T TO ` WALL W/ » ' METAL ROOF SXBX i 6 CONC. BLOCK GROUT ALL. CELLS i 3 - 5/8 o X 6 " 12'-011 ABOVE IMBED A.B `j li a . ..^. . o , e. .. . -. -ir. ! t nt+l , om.....- CE DAR TRELLIS ROOF VERT @ 16" O.C. 30" O.C. Ff i, i , , } (4 PLACES) ABOVE 11 1' it i/ ri ii t t( t! IF I' II it it 11 i; t IC rt it 1. t- .._LL- ____.11.______U______1L ____- i_..___ ;J__.._-- 1L- ___- 2._..0 _ .,-WOOD BUMPER -3X10 / 2X6 - - -- - _ K - - -- - - - - -- BOTH SIDES & BACK WALL - " a a S" CMU WALL , - AT 42 ABOVE SLAB •'- ` -. `•""'•--- -..,•. a• i I © #4 DOWELS ' ,, , _ -.fl- `! -:{° . ,,•., i x ® 16 O.C. ( i ,f n. -• tf. :;t {r _,t •+ #4 CONT. HORIZ GONGRE 6,t TE . t .{r• >.' . ti•. TYP. 3 PLACES ! SLAB! W /03'5 AT I$ "0C EA. WAY! { • f, j . t , "O" COMPACTED # {t • t . w , fii y ..__ tT„ ! • :; h ! ^•• ^ • _tf t f ^#t Ff f It • . Vi7 6 " X 6 ) CONCRETE CURB GRANULAR SAS r a l ON 3 SIDES , u r •' I. 1 ## i n .. a rl'., t l u. t t_ • , . { /jF jj - ; 1 tl - tl if •. L,. II II• •f 6" THICK SLAB OVER --- 3X12 CEDAR TRELLIS SHEET METAL 2n OF SAND MEDIUM GUTTER EACH . d )t X A 40 r! tt i, ar ,i if a t{ rr ft BROOM FINISH – SLOPE SIDE OF POST ,•" STL. TUBE r, ft „ ,{ ,, ,f if „ ,I IS 4" STL.TUSE FINISH GRADE j d TO DRAIN A %Z , d 4 DRILL HOLES IN -.. .-_.. __- ,.. -._. 6X6 ROUGH SAWN -- -----• PAD FOR SLEEVE I ! # I . I, # I / .4 #4 016" O.C. E.W. j SEE 5 /A -02 t- - t t CEDAR COLUMNS METAL GATES •. I _ s a • a Q a CONC. FTG. Wf #4 CONT. 2'-6" FZOOF DETAIL Ri1H E LOS R ALL J E TION i T R ENCLOS TRASH E PLAN SC ALE: N.T.S. AO.2 SCALE: 1l4` =1'-O" AO.2 AO,2 — "BRUCE & DATA" 'COMMERCIAL RIB' 24GA. METAL ROOFING PANELS/1-1/2- MR. 'Z' PERLINS AT 24. OC/ 2X6 CEDAR TRELLIS MEMBERS AT 16" ox. BRUCE & DANA COMMERCIAL RIB 24GA. .'`" -`'' _ METAL ROOFING PANELS 1 -i 2" MTL. 'Z' PERLINS % / 1 -pi, 3" 3 NVY DUTY WELDED 1 ti AT 24" OC/ 2X6 CEDAR TREWS HINGES ti 6 j r EACH LEAF MEMBERS AT 16" ox. t A0.2 r o : a 1 f 1 If o_ 1 / t 3X12 CEDAR TRELLS 6X6 ROUGH SAWN FRAME CEDAR COLUMNS 22 GA. WIDE RIB TYPE B _ 4 v3 - ' I I _ GALV. STEEL DECKING PRECAST STONE WELDED T O FRAME, PAINTED WALL CAP 00 AOg . 2 00 { t t t , 1 r C`r i tt r a t # t i t , { i tj f 8X$ x16::: CD — I1II ' : 3X12 CEDAR TRELLIS I I t I SPLIT FACE GMU T- a _ Ii # II - FRAME EACH .. ll t..I : , i I . MUTUAL MATERIALS SI DE OF POST t I I KHAKI , 7 6X6 ROUGH SAWN ! ; CEDAR COLUMNS 4 2 "x2 "x1 j4'' ANGLE A0.2 ALL AROUND DOORS IMBED STEEL TUBE SEE 7/A -0.2 _ NOT US ED 1O T RASH ENCLO"SUO" R 6 TRASH ENCLOSURE ELEVATIONS n _ ,. " a_ a ;Ir AO.2 E: N.T. SCALE :114 1 O SCAB AO,2 1/4 -1 -0 STEEL ANGLE GATE FRAME TRASH ENCLOSURE WALL <t - )2" THICK x 2' WIDE x5" 4" SQUARExY4" STEEL TUBE m HIGH STEEL PLATE -`--0" 1- lICx1 -#, FILL WITH CONCRET N c) WELD TO GATE FRAME EMBED IS" MIN. W1 NELSON STUDS EA. SIDE AT 50TTOM 311 411 ` 3t. S,t 3" STEEL PIPE SLEEVE ' WELD TO STEEL PLATE It. DIA.x3" LONG PIPE -- - - 3!8" SLOT AS SHOWN SLEEVE WELD TO L2x2 = ° FR'llIME, TYP. FOR 3 'n , DIA. STEEL ROD I /g" CQiRICxATED STEEL CANE BOLT U! 3" BENT AT 4 DEEGKING, WELDED TO Z TOP OF HANDLE 411 FRAME, PAINT ALL SIDES TO STL. SAR DIA. MATCH ADJ. SURFACE 314" = 9 W14" LONG: HANDLE WELDIED TO SAR CONC. SLAB, PER CIVIL DRAWINGS (3) HEAVY DUTY3" Wx5" HINGES L 2x2xY4 FRAME AND FACE OF METAL WELDED TO FRAME 4 POST,F'ANT DIAGONAL SRACINGS, DOOR 4 FRAMI= TO MATCH ADJ. SURFACE WELDED ALL AROUND A Date Receive cn Itt O.D. STEEL SLEEVE A I SET IN CONC. SLAB 0 Original Submittal 1N T SAD ED U LIDI BAR I..AT H DLETAIL NOT C CANE LT DETAIL 4 TRASH ENCLOSURE DOOR 3 Sca1e:3 " =1'-0" Scale 31 =1' -0„ Scale :N,T.S. Scale:N.T.S. Scale:N.T.S. Or2 • AO AO.2 AOa PANDA RESTAURANT GROUP INC. ISSUE DATE: 1 sir PERMIT APPLICATION 04104/12 2ND MDS REVIEW APPLICATION 04104112 3RD 4TH 5TH 6TH 10- MEW f i wr s 1. NMI ISSUE pTE: IST PERMIT APPLICATION 04104112 2ND MDS REVIEW APPLICATION 04104192 3RD 6" THK. CONC. SLAB AT TRASH WHEEL STOPS REQUIRED AT PARKING STALLS NEXT TO SIDEWALKS AND BUILDING, 5Ttf CONC. WALK ENCL. APRON . - 6' DIA PIPE EMBEDDED Wl CURS LINE OR PLANTER • .. CONCRETE AREA SEE PLANTER • o -- — 5" THK. CONC. SLAB AT PAINT BCLLARD DRIVE THRU. 6'-Om CONCRETE - • ' SAFETY YELLOW TYP. WHEEL STOP 2!-0" DETECTABLE WARNING ro0OQ 000000 Qa a0 0g A.C. PAVING 01 BASE- SEE CIVIL o•' °a SIGN, TRUNCATED DOMES, °0 0 ° ° o°BO °°°°° o 0 00° DRAWINGS 0 °SEE DETAIL #94 M SHEET o °0000 d0 °0 °a°o 000o0 Bo°oOOOO FIN. FLOOR OR A.C. PAVING o °a ° a 0 0°0 0 00 °0 °0°° 0 00 0 0 0 00 0°0 0 0000000 a 000 0 0 z o °°° o °o °°° 0o 00 o°°o 00 ° 0 0 O'Wnonof)ol .. ¢ °' '4e Y4 " RAMP aa a + EMBEDED C-5 -3 -0 INTO .0 FI= . : 4 d . a a a • d CONCRETE • ' m . a a. asf e a • f q s r .. ' O MIN2 "PAVING ON AN •d ° 18" DIA CONCRETE FOOTING li i 1 -t I I I j j j — j ( { _1111- I .. _ j II 1 — 1 — } j j j j APPROVED BASE 6" VERTICAL CURB 5-0" f M °a I I I III I I I` I I I — GROOVE CONCRETE AS SHOWN TO a !— – I } I PROVIDE 12" DETECTABLE WARNING AT g" 518 "DIA•X24" ROD 3 PER I ALL CURB CUT RAMPS WHEEL STOP .1-twCESSIBLE RAC CURB DETAIL 15 BOLLARD DETAL 11 CONC. APRON DETAI L "" BORDER N.T,S. ... 1- 112 " =1' -0" A-0.3 1- i12 " -1' -p" A-0.3 „ , A-0.3 A-0.3 TOP OF A.C. PAVING OR - ALL EXP. SURFACES TO BE TROWLED CONCRETE TOP OF A-C. PAVING SMOOTH 3' -0” 314 "R - TYPICAL SEE SITE PLAN FOR LOCATION OF CURB ENDS. 70P OF FINISH G AT 3 /4 "R- TYPICAL 1" 6" PLANTER IS 2" BELnW TOP OF 4" CONC. WALL WHEN APPROVED BY OWNER A 1" 8 "R CURB, 2" GRANULAR BASE 6" • 1" DEEP BY 118" WIDE SAWED JOINT MAY – 112" DEEP TOOLED JOINT W1114"R EDGES BE USED AND MUST BE DONE N TOP OF PAVING 318" FIBER EXP. JOINT LATER THAN 24 HRS. AFTER OR CONCRETE ° ° :a BLUE BACKGROUND CONCRETE IS POURED. 4* CONCRETE SIDEWALK! — - . • :: - 2" COMPACTED GRANUALR BASE • pA . WHITE SYMBOL - . _ a ET CURB. CONCRETE CURB. "a. 4 4. INSTALL COLD JOINTS AT # 30 =0 "01C INSTALL COLD JOINTS AT ALL EXPOSED SURFACES OF CURB C TO BE TROWLED SMOOTH. ALL EXPOSED SURFACES OF CURB NOTE. SIGN ON PAVEMENT OF PARKING TO B c TROWLED SMOOTH. SPACE. .VERIFY DESIGN W1 LOCAL AUTHORITY GONTKuL JOINT DETAIL .*wo ... CURm*liJ:TAjr P ' L.(cv LANTER 9 AV% a i r% L SIDEWALC 6 `ftS1n'EcvMB'0L ACCES: DL DETAILI -2 1 Owz h ', n NMI ISSUE pTE: IST PERMIT APPLICATION 04104112 2ND MDS REVIEW APPLICATION 04104192 3RD 4TH 5Ttf PANDA RESTAURANT GROUP INC, 1683 Walnut Grove Ave. Rosemead, Cali#bmia 01770 ISSUE DATE: EXISTING CONDITIONS f srav ({ b- J 434.4 TAIL A: G-434 3 rI.;M an s (I c M O t YNS SHALL BE MAINTAINED T lt A SUPPLY OF ga s Zak Mm -- . STAKE t a Qw*+tam . Fersoe .. 8riC6 ' , (Typ) COntIpC!!!I'Id of idle ty ° VARIES . wale .. ARCH PRCJCT . # 111 , r a a • . • a r CONCRETE WASHOUT FACILITY PLAN NM DIA, t w S?EEL WIRE - STAPLER STAPLE DETAIL C2 PERK A N.T.6. STRAW BALE ..: PL AST#C UNING WOOD IPR MEtALSTAKg$ r- (2 PER BALE A ORM ATWAST 12 NOM SWUNG WIRE . INTO SOp SECTION 8-3 N T.S. ' - • NGM 1. LACAMIP44.OF C*METE WASHQU FACUTY Tfl BE PlllN Ytl VAT 1TCN t G"[t3t+i DETM NNE€iPI THE SNi FiiE•GO I Rt14"1it3lsfMEErmiNn EROS" 81 allllc PREY c+F K iNlRMrF6TAFP. _ CITY OF EUGENE 2• t 7.KR {ltCNB J$t -iUtm AN orAvA'Tim P#i wrTH # 04.0 nc L : o t a=Ae cA o IM STANDARD IA1t11iN0 CNTAMEk 8• Lt? C4 ` EkT IFA$'f25';AWftYFRIANTSTQRM • AMENDMENT Des. Wt t PO$Mi E. Fbw f • oft Son= . - RI)G CONCRETE WASH OUT QATE . ' CESCiiP7lRi . 2112 t f?t23FiE0 Moms 106: . ua 2 s r iceR may b® cml sre. , act pavr#snt y`sarOfsRef..eso• i Kra[weMSVSSr ,// _.. iRrr arara#r j)1 : x4Yw+ta:saR4ilAt:. tf r atrXB aaaarmgaatyr•t fYy 4 +a $aispetis`` J iesef'a a' i #9.RDrt' +^ elf ;plg ia[vf8a Yarve awa P r#IXIi1A fa W aaY•r aaW#) •rifa 7 aatae s•tplW * e.tsas noaa' ..faaYf a a.Xea81 aa•t ! #.aaaainrr! lir prPYS {q$Y ®Pao. wMagYelayx5A9rseata{6t iq ,yirp.q era j . C6liaril VirewlCL•kf4& [ As; #p#W / #a yR a{O t8t l66Yi Mawt aaaafgkt68rayyakt;Aw aNRt1Ra a1'.a[oirlller ;•oFltriaxtl a•aw s9aR0.Y afaM$s•6YWOriatxv'ta91K10aY1 IYa YtFYrBYy . #t •vav Xwua. t ard>arP. 64$t1+11•ttiw•+Y,Y# i °a il8a °sra. Nu ytaw.. r Xoeraw katY•Wtl o asw /tli a9'iiPeas.xra• aR8! :w #rpr¢iiii ear J diePr98.:8rr4af•a ,7' q ! # •r aetrr8 ,gs'aapaeaw a$twMag+ afAiirk•a's myra,• {n+r faanfra 4 sep1, qa x $ !M. vaar >[:aR'suBf/tt is +° 11 ONO PANDA PROJECT h Qw*+tam . Fersoe .. 8riC6 ' , COntIpC!!!I'Id of idle ty wale .. ARCH PRCJCT . # 111 , A Post PlllN Ytl VAT 1TCN t G"[t3t+i 81 allllc r ARCHITECT• _ PLAN IM all -To :_ E Fbw f • oft Son= . - RI)G - " - - _ f R T GROUP w** mom • tt k a [ \•••\ 1 • •at t ................ Xt a • a •Y••• a• ••• • 1 r• t • s tom. pa . .. SECTION A" - - '.. . CHITEC15, . - tt• ....... . •s } l •r Isis • k ass }[ GMUN / -qu M-416% 79 5 SW I R RU S DRIVE :._ _ 00w, coo QS EAVERfiCR OREGON !D4 9 _ a3. TCH INLET (503) 574-3036 FAX (503) 574-2916 co Li : Lj Nate. . ua 2 s r iceR may b® cml sre. , act pavr#snt y`sarOfsRef..eso• i Kra[weMSVSSr ,// _.. iRrr arara#r j)1 : x4Yw+ta:saR4ilAt:. tf r atrXB aaaarmgaatyr•t fYy 4 +a $aispetis`` J iesef'a a' i #9.RDrt' +^ elf ;plg ia[vf8a Yarve awa P r#IXIi1A fa W aaY•r aaW#) •rifa 7 aatae s•tplW * e.tsas noaa' ..faaYf a a.Xea81 aa•t ! #.aaaainrr! lir prPYS {q$Y ®Pao. wMagYelayx5A9rseata{6t iq ,yirp.q era j . C6liaril VirewlCL•kf4& [ As; #p#W / #a yR a{O t8t l66Yi Mawt aaaafgkt68rayyakt;Aw aNRt1Ra a1'.a[oirlller ;•oFltriaxtl a•aw s9aR0.Y afaM$s•6YWOriatxv'ta91K10aY1 IYa YtFYrBYy . #t •vav Xwua. t ard>arP. 64$t1+11•ttiw•+Y,Y# i °a il8a °sra. Nu ytaw.. r Xoeraw katY•Wtl o asw /tli a9'iiPeas.xra• aR8! :w #rpr¢iiii ear J diePr98.:8rr4af•a ,7' q ! # •r aetrr8 ,gs'aapaeaw a$twMag+ afAiirk•a's myra,• {n+r faanfra 4 sep1, qa x $ !M. vaar >[:aR'suBf/tt is +° CSI Lu ry -,r a # . a /A c1 . 1 R Q O Q COD 0 yS' O D O .p O O w o , ,! PIPE ZONE EE a o a Q S BELCOHWART . a.a G D 0 O r Q O D f CONCRETE tDaOPSi+ CLASS is A sr et} ENCASEMENT MAX BE POURED LOAD FACTOR 3.Q TO FULL TRENCH WIDTH a > ! 141h Bc, B PIPE ZONE MATERIAL 21 n ., e +3 MIN. :' y< REINFORCING SHALL Q: `, . 4. MINIMUM ST €EL BAR i VE PIPE 3M S jj/ SEWER AI O 2500 PSI CONCRETE .TIGHT JOINT PIPE OPEN JOINTED' FiPE '.\ # a' " v:,lhf PLASTIC PIPE . PERFORATE PIPE _ \ v.' w ,• " PEA ROCK ROUND ROCK , c' BLEND ( PEA RACK SSAND .. 318" MIN. DIAMETER D CRUSHED ROCK 314" VAX. DIAMETER i> ., ` •.lr i't tl i /j1'" y!'.l `,r /f Ft' , ,yam.. CONTROLLED DENSITY FILL CDf .. REQUIRED IF TRENCH IS. LATERAL TO P.} OR IN THE TRAVEL I.AN€ • `' :. 3 f4 ".. 0" CRUSHED ROCK 4' LOAD FACTORS < REINFORCED P = 1.0OX - 4.8 a Q Q c n o Q ° , REINFORCED P OAOX - 3.4 o° PLAIN 2.8 o . o . •ti CLASS =8, o PIPE ZONE o ° o SEE CHART 6, ° O ; ABOYE Bc - OUTSIDE MAMETER OF PIPE •;: •, a o 0 0 0 D - NOMINAL PIPE SIZE .., o o q - FILL BELOW PIPE S££ TABLE ti •. O p ' . Q • crs r .. • P -- AREA OF TRANSVERSE STEEL IN THE CRADLE ;t ° o sia r OR ARCH EXPRESSt:O AS A PERCENTAGE OF AREA OF CONCRETE AT- INVERT OR CROWN. .'tits. -. t } ... w:'8 •a A w a.LO.MMERCIIAL INDUSTRIAL'. Ct1METE s . s '• it } r j 1 Q . CLASS s: ss 314'- O' CRUSHED ROCK PLACE CLASS 200 Q O Q COD 0 yS' O D O .p O O w o , ,! PIPE ZONE EE a o a Q S BELCOHWART . a.a G D 0 O r Q O D f CONCRETE tDaOPSi+ CLASS is A sr et} ENCASEMENT MAX BE POURED LOAD FACTOR 3.Q TO FULL TRENCH WIDTH a > ! 141h Bc, B PIPE ZONE MATERIAL 21 n ., e +3 MIN. :' y< REINFORCING SHALL Q: `, . 4. MINIMUM ST €EL BAR i VE PIPE 3M S jj/ SEWER AI O 2500 PSI CONCRETE .TIGHT JOINT PIPE OPEN JOINTED' FiPE '.\ # a' " v:,lhf PLASTIC PIPE . PERFORATE PIPE _ \ v.' w ,• " PEA ROCK ROUND ROCK , c' BLEND ( PEA RACK SSAND .. 318" MIN. DIAMETER D CRUSHED ROCK 314" VAX. DIAMETER i> ., ` •.lr i't tl i /j1'" y!'.l `,r /f Ft' , ,yam.. CONTROLLED DENSITY FILL CDf .. REQUIRED IF TRENCH IS. LATERAL TO P.} OR IN THE TRAVEL I.AN€ • `' :. 3 f4 ".. 0" CRUSHED ROCK 4' LOAD FACTORS < REINFORCED P = 1.0OX - 4.8 a Q Q c n o Q ° , REINFORCED P OAOX - 3.4 o° PLAIN 2.8 o . o . •ti CLASS =8, o PIPE ZONE o ° o SEE CHART 6, ° O ; ABOYE Bc - OUTSIDE MAMETER OF PIPE •;: •, a o 0 0 0 D - NOMINAL PIPE SIZE .., o o q - FILL BELOW PIPE S££ TABLE ti •. O p ' . Q • crs r .. • P -- AREA OF TRANSVERSE STEEL IN THE CRADLE ;t ° o sia r OR ARCH EXPRESSt:O AS A PERCENTAGE OF AREA OF CONCRETE AT- INVERT OR CROWN. TABLE OF FILL DEPTH ' BELOW PIPE' D ! O - 271, 3' 3a" ' - 50" :. <.: 6V + Q CLASS s: ss 314'- O' CRUSHED ROCK TABLE OF FILL DEPTH ' BELOW PIPE' D ! O - 271, 3' 3a" ' - 50" :. <.: 6V + CLEANOUT (PIPE SIZE) CASE SIZE 8' W (jt Pvc°IPI S E CT I {N A— A S=2 -I 8 SURROUNDING ,. FRAME a GRATE GROUND 30' •, In SL OPE #0 I 1/8 BEND SECTION B- H ISSUE, PATE:'. R fi ! r. , ' C< F SPRINGFIELD W :. OF Ptl uc t3 :. <.: 4Rt3 t31KkM>;KG — ,4 4 Q PLACE CLASS 200 RIP --RAP . ISSUE, PATE:'. RL tSi DN DAiC r. , RR. CITY OF SPRINC I : ELD DEPT. OF P uHiac W Oxrss - 223 IsifT} SY?;Jr'>~'l - T '., = A ?` Ch, "BASIN SiANDAW 4-13 Q PLACE CLASS 200 RIP --RAP . ISSUE, PATE:'. _. CITY F SPRIN GFIELD D i? PT, it P ij C 14't3RlCS E. F UB Ca 11114 fl 3TAMAW D xA Q PLACE CLASS 200 RIP --RAP . ---. PANDA RESTAURANT GROUP INC. 1888 Walnut Grave Ave, Rosemead, California Z I ^, • .- All ideas, designs, orrangempnt and plans indicated or represented b this re the property of I Panda Express Inc. and were created for use an this specific project. - None of these ideas, designs, N• arrangements. or plans may be used by or disclosed to any person, firm,' or corporation without the written permission of Panda Express Inc, ' .• iYYY ",.'..` VARIABLE .-.,- ---- -• ,.., _,,, .., yr PIPE DIAMETER REVISIONS: • t .. - .. NOTE: SPLASH PAD SHALL BE KEYED %- INtO SIDE OF • TIME :: EMBANKMENT, AND INTO THE TOE OF THE SLOPE. ISSUE, PATE:'. _. CITY F SPRIN GFIELD D i? PT, it P ij C 14't3RlCS E. F UB Ca 11114 SPLASH PAD , 3TAMAW D xA ISSUE, PATE:'. SYMBOL COMMON NAME TREES A Dawyck Purple Beech 5 Jaquemonte 151rch C Redbud SYMBOL COMMON NAME GROUNDCOVER Kinnickinnick ArotostapNilos uva ural 'Mass.' LANT LI&T - 5T0f;R1'*01W1ATEfR FLANTt,7- N ................................. ....... ........ ............ .......... ................. ......... - ......................... ............ . ............ ......... ........ ............ ........... ....... ........ .......... ....... .... .. .... ........... ....... . . .. ............... .......... .......... ........... ............ ...... REVISIONS: 4/e ------------ 5/d AV 1 V MW 0 Slough Sedge Carex obnupta 41, pot, V oc. a 50% of tota I Small- fruited 5ulrush pop 1p, 50% or Iota I E X pm'R E S S I/A NOTES: 1. Treatment area eroundcover to averaSe I per square foot, trianeular spacin!a. .... ......... 2. See City of Portland, Stormwater Management Manual for stormwater planter information. 3. See Civil Plans for stormwater planter soil medium. .. nr 2 096 SF 01 Ell STAKE TREES AS REQUIRED. REMOVE STAKING FOLLOWING SECOND 5EA50N AFTER PLANTING. ALL PLANT MATERIAL TO MEET OR EXCEED CURRENT OREGON STATE STANDARDS, CONTRACTOR TO VERIF**r SITE CONDITIONS, PLANT MATERIAL QUANTITIES, AND MEASUREMENTS PRIOR TO 5IDDING PROJECT. GRADE ALL LANDSCAPE AREAS TO DRAIN AWAY FROM 5UILDING5 AT A 251o' MINIMUM SLOPE. SEE SHEET L1.2 FOR IRRIGATION PLAN AND L13 FORADDITIONAL LANDSCAPE DETAILS AND NOTES. SHRUBS Pow 15ells Rhododendron Rhodo. '50W 58115' 24-30" Compact Nandina Nandina domestica 'Compacta' 5gal Indian Princess Hawthorne Rhaphlolepla indica 'Indian Princess' 5 gal Sapphire Fountain Oat Grass Helictotrichon sempervirens 2 gal 'Saffh1re Fountain' Ed Goucher Abelia Abella g. 'Ed Goucher' 10 gal h Forest Flame Pieria Pieria japonica 'Forest Flame' 10 gal k Rosy Glow Barberry 5erberls thunb. 'Rosy Glow' 10 gal m Pink Pearl Rhodo. R-hodo, 'Pink Pearl' 24-3011 SYMBOL COMMON NAME 50TANICAL NAME SIZE GROUNDCOVER Kinnickinnick ArotostapNilos uva ural 'Mass.' LANT LI&T - 5T0f;R1'*01W1ATEfR FLANTt,7- N ................................. ....... ........ ............ .......... ................. ......... - ......................... ............ . ............ ......... ........ ............ ........... ....... ........ .......... ....... .... .. .... ........... ....... . . .. ............... .......... .......... ........... ............ ...... REVISIONS: 4/e ------------ 5/d AV 1 V MW 0 Slough Sedge Carex obnupta 41, pot, V oc. a 50% of tota I Small- fruited 5ulrush pop 1p, 50% or Iota I E X pm'R E S S I/A NOTES: 1. Treatment area eroundcover to averaSe I per square foot, trianeular spacin!a. .... ......... 2. See City of Portland, Stormwater Management Manual for stormwater planter information. 3. See Civil Plans for stormwater planter soil medium. .. nr 2 096 SF 01 Ell STAKE TREES AS REQUIRED. REMOVE STAKING FOLLOWING SECOND 5EA50N AFTER PLANTING. ALL PLANT MATERIAL TO MEET OR EXCEED CURRENT OREGON STATE STANDARDS, CONTRACTOR TO VERIF**r SITE CONDITIONS, PLANT MATERIAL QUANTITIES, AND MEASUREMENTS PRIOR TO 5IDDING PROJECT. GRADE ALL LANDSCAPE AREAS TO DRAIN AWAY FROM 5UILDING5 AT A 251o' MINIMUM SLOPE. SEE SHEET L1.2 FOR IRRIGATION PLAN AND L13 FORADDITIONAL LANDSCAPE DETAILS AND NOTES. ' LAWN AREAS TO BE IRRIGATED WITH SPRAY ZONES. # ALL OTHER PLANTINGS WILL BE WATERED WITH A DRIP IRRIGATION SYSTEM AND UTILIZE PRESSURE COMPENSATING DRIP EMITTERS. * DRIP IRRIGATION GUIDELINES: DO NOT EXCEED 200 GPH FLOW PER ZONE. USE 1/2" PVC OR 1/2" POLYETHYLENE TUBING. TREES - USE 3, 1 GPH EMITTERS. SHRUBS - USE 2, 1 GPH EMITTERS. GROUND COVER/PERENNIALS USE 1, 1 GPH EMITTER OR EQUAL. f THE IRRIGATION SYSTEM WILL BE AUTOMATED AND UTILIZE A MULTI - PROGRAM CONTROLLER. f THE IRRIGATION SYSTEM WILL BE WINTERIZED USING AN AIR COMPRESSOR,NOT TO EXCEED 60 PSI. * DEPTH OF LATERAL AND MAIN LINES PER LOCAL CODE REQUIREMENTS. RADIUS 30 51 X 15, 5' X 30, 15, 15' 15 IfRfRIGATION LEGEND SYMBOL DESCRIPTION LATERAL LINE: Class 200 PVC, 3/4" unless otherwise noted. s' :•• MAIN LINE: Class 200 PVC, 125" unless otherwise noted DRIP CONTROL ZONE KITS: Hunter ICZ- 101 -40 { AUTOMATIC CONTROL VALVE: Hunter ICV- I0IG -XX -A6 BACKFLOW PREVENTION DEVICE: See Sheet C2.0, Utility Plan for details. SLEEVES: 4" Schedule 40 PVC, unless otherwise noted CONTROLLER: Hunter ICC Series (Coordinate location with owner) METER: See sheet C2.0, Utility Plan for details QUICK COUPLERS: Hunter HQ- 44 -LRC -R UNCONNECTED WATER LINES POINT OF CONNECTION: Coordinate location and size of tap with owner. D2 DRIP IRRIGATION ZONE (P e G) Q Cri Q r .CHIN PANDA RESTAURANT GROUP INC. 1683 Walnut Grove Ave, Rosemead, California 91770 Telephone: 626.799.9898 Facsimile: 626.372.8288 All ideas, designs, arrangement and plans indicated or represented by this drawing are the property of Panda Express Inc. and were created for use on this specific project. None of these ideas, designs, arrangements or plans may be used by or disclosed to any person, firm, or corporation without the written permission of Panda Express Inc. REVISIONS: ISSUE Da j I h ...:..';::. x • 1 i sT PERMIT APPLICATION 3127/12 2ND I. ® . .1 3 RD : 3 ® : D2 ` 4TH jjj : 5TH IfRiRIG;ATION DETAIL5 1fR1R[G;AT10N & ANDERSON FINISH GRADE :ASSOCIATES MW__ 1. LANDSCAPE CONTRACTOR: The Landscape Contractor must have an Oregon LANDSCAPE ARCHITECTURE POP -UP SPRINKLER BODY Landscape Contractor's license, business license and show proof of being able 3r3o sw RoGE oRwE W/ NOZZLE AS SPECIFIED to secure a performance bond in the State of Oregon. Obtain and pay for any PORTLANa, OREGON 97219 licenses, permits and inspections required by the local governing agencies and PH. 503-245-3168 1/2' BARBED ELL FITTING W/ MARLEX utility companies. STREET ELL 2. DESIGN AND PLAN: The layout of the irrigation system is schematic. Actual z placement may vary slightly as required to achieve full even head to head 1/2' POLY FLEX PIPE - 16' MIN., 24' MAX. coverage. i