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HomeMy WebLinkAboutPlan, Final APPLICANT 7/13/20126 K 6 F - .• 'a _ • sr e , 3 n y T Mt''1 1 .1^''T « A A s i rte• [ . .A i t!t I  s -E 0.25FC 0. FC i 1.0FC f 1.0FC s I ! 3.OFC 0.5FC 0.25 i ;—AI 4 tt I 1 tj} i f i ! C w i E i ¢  ti Teti -; j . f CID t !F, 11, _t:_,,LlGHTlNG PLAN ISSUE DATE: _ i t OVERALL SITE PLAN NOT TO 5CAL E i m WELL HEAD PRTOECTION NOTES: -A 1. ANY CHEMICAL SPELLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND MDS REVIEW APPLICATION 4/04/12 CLEAN -UP MATERIALS DISPOSED OFF SITE AND IN ACCORDANCE WITH LANE BID SET 5125/12 COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 2. DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MANUFACTURERS SAFETY DATA SHEETS (MSDS) FOR ALL CHEMICALS PROPOSED FOR USE OR DELIVERY ON THE PROPERTY. BASED UPON THESE MSDS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS). THE ENGINEER MAY CONTACT THE SUB WATER QUALITY PROTECTION COORDINATOR (541- 744 -37451 WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS. A COPY OF THE MSDS FOR ALL CHEMICALS USED ON THE PROJECT WILL REMAIN ON THE JOB SITE AS REQUIRED BY LAW. 3. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS /DEVELOPERS SHALL BE RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORMWATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, DURNING INCLUDING PAINT AND CLEANING MATERIALS /WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO FLUID- CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDED DEDICATED ARE FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM DRAINAGE SYSTEM. 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. I SHARED ACCESS ROAD KEY NOTES (P 1 EXTENT OF WORK, SEE CIVIL DRAWINGS 49 49 2 DIRECTIONAL SIGN REFER TO SIGN VENDOR , 33 FOR ACTUAL LOCATIONS AND LAYOUT 32 © o 17 3 NEW PARKING LOT POLE LIGHT TYPICAL 10 Lei a AE7.2 ELECTRICAL MAIN SERVICE AND SWITCH GEAR, SEE CH I lt4es _ 45 33 45 ` ELECTRICAL DRAWINGS. '• ::: mod EXISTING ASPHALT PAVING , •i - i i t d dlAii i i idlili i d 1' d d d i dlidlld d d d d Rilie/Ili d Y d d iYi d d drd i d d d ,• 1 PANDA RESTAURANT GROUP INC. .- c '~ 1' .00 a ''`. 6 IRRIGATED LANDSCAPING TYPICAL, SEE LANDSCAPE PLANS 83 Walnut Grove Ave. • __ .. . _..._ _. __._._ .__ _._._.... ___ ..._ ,: '',` PROVIDE AND INSTALL WELL HEAD PROTECTION S {GNAGE, VERIFY LOCATION WITH SPRINGFIELD UTILITY BOAR 2 Rosemead, California ! ; 91 770 ° 52 COVERED CMU TRASH ENCLOSURE - SEE DETAIL 1 T7 33 45 44 AO.2 Telephone: 626.799.9898 = 32 11 PICK -UP WINDOW SENSOR LOOP. SEE DETAIL 10/A0.3 10 Facsimile: 626.372.8288 45 # 6 6 I 1 A).3 ! 41 Q ! FOR LAYOUT AND REQUIREMENTS 27 - 1 1 j CONCRETE WHEEL STOPS, SEE DETAIL 5/A0.3 t_ 7 27 I ! ® I 12 PAINTED DIRECTIONAL ARROW, SEE DETAIL 18 All ideas, designs, arrangement and tans indicated iE 1, ! ; ! A4.3 or represented by this drawing are the property of j i {' Panda Express Inc. and were created for use on I 1 ' PAINTED TRAFFIC SIGNAGE, TWO COATS, HIGHWAY this specific p project. None of these ideas, designs, WHITE PANT arrangements or Ions may be used b or disclosed - —; , — I ;   17 i ° to any person, firm, or corporation without the ( 36 , -,, - 5„ , l„ , - „ ! ( 4 written permission of Panda Express Inc. , f 14 ACCESSIBLE PARKING POLE SIGN, SEE DETAIL A0.3 0 (6) EQ. SPACES 4 _._ INTERNATIONAL ACCESIBILITY SYMBOL @ 2 ACCESSIBLE PARKING SPACE, SEE DETAIL A0.3 I _ _ ACCESSIBLE PARKING SPACE AND LOADING ZONE REVISIONS: 32 " ` 32 °- 27 16 PAINT LOADING ZONE W/ 4" WIDE STRIPES Q2' -0" OC A0.3 '' _._ I! - U 6 17 PAINT N' WIDE SOLID PARKING STRIPPING W/ TWO (2) A„ ADDENDUM 01 06/1$112 —__ - I , COATS HIGHWAY WHITE PAINT & WELLHEAD PROTECTION NOTES 06/25112 E - 1 33 Li 5 1 ! 34 39  18 DENOTED HC ACCESSIBLE VAN PARKING SPACE L ° I \i 17 19 NOT USED 1 12 W °a Op O.! , 6 I ! qp ° 20 EXISTING CATCH BASIN, SEE CIVIL DRAWINGS } 8 N <v QL 33 t N ~ ] STEEL PIPE GUARD -PAINT TO MATCH } 1 Q i : — 2 i { ! i n ' u ! i I SAFETY YELLOW, SEE DETAIL 1 ! 12` -01 12` -`r _, 3' -o, 20' -011 " -11" 22 14 DETECTABLE WARNING, SEE DETAIL (4) EQ. 5f=,4CES ; A0.3 I ISSUE DATE- gKvmvd ON 13 50 ° i 23 UNDERGROUND GREASE INTERCEPTOR - SEE CIVIL & . 3 18 r (L 21 27 PLUMBING DRAWINGS = = - ,7 ? CONC. DRIVEWAY (NO COLOR), 5" THICK M i; F', _ i 7 38 I 24 W /6X6 - 10/10 WWM. PROVIDE UNDERSL.AB CID r I  $ - , . • - . • - ' m .; j ° .: TREATMENT PER SOILS REPORT. SEE DETAIL RUH W r CONCRETE CURB AT SIDWALK /PAVING, SEE DETAIL Y  L •   A0.3 I 4Q 1 ! I EDGE OF SIDEWALK AT PLANTER 6 1  = I 2b A0.3   9 CONCRETE CURB AT PLANTER t i ,; ------ - - - --i k I AO 3 32 " i i 6: ! ' - 6 L j CONCRETE SIDEWALKS AND FLATWORK 4" THICK OVER i 18.00 I b 25 _, _ r << ° ? ! 2$ 2" COMPACTED GRANULAR BASE. PROVIDE POSITIVE DRAWN BY: SAR .5 t.,x 4,.R ; DRAINAGE AWAY FROM BUILDING. PROVIDE 31 ' E-- 4 = 27 26 — i.. - ( CONTROL JOINTS AT 6' -0" EACH WAY MAX. r .. EXPANSION JOINT Q 20-0 O C MAX ! !! I •tE- t • - , t ' 16 A0.3 PANDA PROJECT #: 58 -12- D 3 01 1 W 28 TOOLED JOINTS TYPICAL Al Aa.3 - -- ARCH PROJECT #: 1111 Q I$ 24 :24 ' =.. .:} w_.' ;'_ I 31 ACCESSIBLE RAMP W/ DETECTABLEWARNING t s r i - ;, f EXISTING CONCRETE CURBS TO REMAIN Li 32 1 • ARCHITECT. ; :., i I 33 EXISTING CONC. SIDEWALK TO REMAIN. '4 SAW -CUT LINE FOR NEW AC PAVING. SEE CIVIL :.:...•6 2 ` -011 i 34 DRAWINGS FOR LOCATION AND EXTENT. • : ,_ 4 . ! MENU BOARD SENSOR SEE DETAIL 13 FOR SENSOR LOOP REQUIREMENTS AQ.3 6 _ kEITEk DESIGN GPOUP. 42 j 3b EXISTING MONUMENT SIGN TO REMAIN A RC H TENS, INC. 1 ST PERMIT APPLICATION 4/04/12 2ND MDS REVIEW APPLICATION 4/04/12 3RD BID SET 5125/12 4TH 5TH 6TH . ... rr . 7965 SW CERMUS DRIVE EXIST. 2` ' EXISTING POWER TRANSFORMER AND PAD TO BEAVERTON, OREGON 97008 LO REMAIN. VERIFY EXISTING SERVICE TO BUILDING (503) 574 -3036 FAX (503) 574 -2916 ;o 2 096 SF ___ .. _ __._. ° 3$ 6" CONC. PAD FOR TRASH RECEPTABLE. SEE DETAIL . :•t,; I { fl A.2 li • • • ,  33 3 NEW ASPHALTIC CONCRETE PAVING. SEE CIVIL FOR : ^-- PAVEMENT DESIGN AND EXTENT. STAMP: ! 35 46 . 32 CLEARANCE BAR, REFER TO SIGN VENDOR PLANS FOR ° - I •__ - -_ - ---__- --- ___.._..._... _ - _._ ._ ., . i 40 DETAILS RGE T. ROBISO STORMWATER NEW ST FACILITY, SEE CIVIL DRAWINGS. OR ER FAC TY ! I 0 NEW STORMWATER FLOW -THRU PLANTER. 6 REINF. 2520 RE r'-- _1 - 6 • :' . , ,  d'  I I .,_., , , e ., t - -- _ CONC. WALLS S E E CIVIL D RAWINGS. 1 00 F C LT FOR STORMWATER FACILITY, SEE CIVIL DRAWING ` 4- t PAL STE PLAk' F N EXISTING UTILITY POLE TO REMAIN. 3., 53 45 EXISTING LANDSCAPING TO REMAIN lip 24 i 3 ' . DRIVE THRU MENU BOARD. G.C. INSTAL 1I DA EXPRESS 13  Pa BOARD AND ORDER CONFIRMATION PANEL, ! I •:. : " :. : : ...:: ; • 10 = ° # I INCLUDING TH NCRETE FOOTING. SEE DETAIL. A0.3 GATEWAY MALL 37 27 ! I NOT USED d i d d d i d d d d d r d d d d MR r d d d d d d d i i AY d i m II 81.80 PROVIDE AND INSTALL TRAFFIC SIGNAGE, "STOP" AND 45 4 Q "RIGHT- TURN -ONLY" 4$ i 3264 GATEWAY STREET 45 I I i 4g EXISTING TREES TO REMAIN, TYPICAL SPRINGFIELD, OREGON 97477 j` 32 32 i 3fl THICKENED EDGE CONCRETE APRON. SEE DETAIL A0.3 51 BICYCLE PARKING SPACES AND BICYCLE RACK. SEE DETAIL 8 A0.2 I ` } S2 NEW INLET CATCH BASIN, SEE CIVIL DRAWINGS I 53 EXISTING CONC. DRIVEWAY TO REMAIN 54 EXISTING POWER VAULT TO REMAIN 1 l I PLAN tI ,  tl SITE PLAN 1 r • _ ' ; t tf "BRUCE & DANA„ 'COMMERCIAL RIB' 24GA, METAL ROOFING PANELS /1 -1/2" MR. 'Z' PERLINS 6X6 ROUGH SAWN CEDAR COLUMNS AT 24" OC / 2X6 CEDAR TRELLIS MEMBERS AT 16" o.c. 3 -5/8 V X 6" IMBEDS 6X6 ROUGH SAWN 30 O.C. (4 PLACES) CEDAR TRELLIS 8 "x8" AREA DRAIN / - - -__ PRE -CAST STONE SiMP. H2.5 TIE AT EACH. COLUMNS - TIED TO SANITARY WALL CAP 2t0» JOIST » CONNECT 6X6 SYSTEM t 4p 2'-0" P.T. POST TO 8X8X 16 CONC. BLOCK GROUT ALL CELLS ;! ? WALL - 5/ ROOF 8» 0 X 6" t2' -P." ABOVE "  ! IMBED. A.B @ 30" O.C. -`- -- -- --- -- -- — --*1— -- -- -- — -- -- -- CEDAR TRELLIS /ROOF 4 VERT @ i6 O.C.  1, ._'°it 1, I, ,1 (4 PLACES)  ! 1 ABOVE {i It it / i[ •t 1, 11 1I ., it E1 ti [i t_- i._____- I.i___ Y. L.__-- _..:1 -_. _ -_ii_- ... SS_- _ - O O i. ti 13 li it ti it WOOD BUMPER -3X10 / 2X6 t e e - -- a -- _ -__ /.. 1 t  BOTH SIDES &BACK WALL  AT 42" ABOVE SLAB 8 I CM WALL DOWELS  ,ii, t iiIi, t . •. !!i t f . !i1 t .: .YIif ' ,! 3 i : - •- f t @ 16" O.C. ''/`,, ,/. ;t l      ;; w,• ;, • •• ; ,:,=  . ;; . i r #4 CONT. HORIZ 1 ,  't  " CONCRETE` ` 1 t _(.... '' , TYP. 3 PLACES ! •  t , S1.ABl t.Ut'3 6 AT ; : — •'`T.. ' ' .    - •. ; cA to u ,t / f1 OC EA. WAY/     ._ _s  : , . I:.;• .. I,   i- 6 X 6 CONCRETE CURB ; /' fo" COMPACTEG> j 7-77 - , , ON 3 SIDES GRANULAR BAS' _.__.. .. _ t _ it  t. - -{.: .•• ...,•11. •Fig .. .i- #4 CONT. . -- - _ -- _ -- _ - - - -_ Ir/ 6" THICK SLAB OVER 3X12 CEDAR -t± , =- - - - - - -- - - -- TRELLIS i; +; - ; SHEET METAL cv / 2" OF SAND MEDIUM FRAME EACH GUTTER It r STL. TUBE ..... ,_ .i t . { 1  4 STL. TU . _.._ _.... BE I, It I „ ?t ti ii si It r Ii BROOM FINISH - SLOPE SIDE OF POST / i! I1 k! tl tl 1[ 11 if it t{ II FINISH GRADE  f ,r  TO DRAIN " ° DRILL HOLES IN % Z   f n PAD FOR SLEEVE `r 6X6 ROUGH SAWN 1 1 __......Ill'.. —° _ `f #4 @16 O.C. E,W. CEDAR COLUMNS SEE 5/A -02 METAL. GATES) CONC. FTG. W/ #4 CONT. 2' -6" TRASH ENCLOSURE WALL SECTION 9 TRASH ENUO"'LOSURE ROOF TAI DE TRASH ENCLOSURE PLAN- 1 SCALE: N.T.S. AO.2 SCA E:1 /4'" V_0" / Q _( AO.2 /'Tf! i 'llt AO.2 BOLT COVER "BRUCE & DANA„ ,COMMERCIAL RiB' 24GA. METAL ROOFING PANELS/1-1/2- MR. 'Z' PERLINS - NUTS AT TOP AND AT 24" OC j 2X6 CEDAR.. TRELLIS BOTTOM OC BASE FOR LEVELING MEMBERS AT 16" o.c. 5 tt » 'COMMERCIAL 2' -0" /fir`  A0.2 48 LONG ANCHOR BRUCE & DANA COMMERCIAL RIB 24GA. IN BOLTS GALV. BOLT METAL RCiOFING PANELS/1-1/2 » . , INSULATE GROUNfl--- -- MR. Z PERLINS BUSHING BOND TO DIA. AS PER POLE AT 24" CC 2X6 CEDAR TRELLIS 10 3» 3 HVY DUTY WELDED — t j HINGES EACH LEAF 6 POLE MANUFACTURERS MEMBERS AT 16 " o.c. GROUT AFTER POLE REQUIREMENTS ; b IS ERECTED GRADE COMPACTED FiLh ! / r 3X12 CEDAR TRELLS 6X6 ROUGH SAWN oa o0+000'V (0 )00V (0 40!1J(/ \ l { . # Jo41oja3 oVo (ooac V 0a0 777 76 oo G FRAME CEDAR COLUMNS 0000 0 00O ' ! _ aV Zo Q00 f O 0.00 I Q J0 00 0 O 00 Op o O0 0 O o ©o 0 'O 0 O OV G0 10 00 O V 0 0 0 0 0 C'oC 'oC 'oC oCPoC aCPo 'a ' S 22 GA. WIDE RIB TYPE B a 000 o qC _-,n 0(- _o - G G ' O O cC'o O o 000 000 000 000 000 000 000 000 000 000 000 000 Coo 000 Qoo 0 0d do o 00oo 00 GALV. STEEL DECKING 09 ,COO 'O oCP0 o 0 c 0 a O ob O o O ' i PRECAST STONE [€ G'obiG'obCPo I I 9  00v 0 00o 0 0Uo G o00 0 000 0 000 000 000 0 0 U0 00 00 oo c W o  o I O 1 'oO O O '  - ELDED TO FRAME , PAINTED 0 O U 0 O 0c ob o o O WALL CAP AC.2 00"oocccC P-C) o ' 0 e C p00 o0O o00 000 000 t 1 0 0 000 oo 0 00 00 00 aO 00 00 70 0O v c o 11 N o _Il I IJ IfI- III i  I{jj..,,:,I•:.:i. UJ Ct 3X12 CEDAR TRELLIS o 1fl III f III I li1_ FRAME EACH -- a — Q0 i # o SIDE OF POST () I ii tt;l i aill.r I !i iI it !i #' ; ii , ,j Vi 11 P i i (i 1— - T (4) N0. C VERTICAL 6X6 ROUGH SAWN C14 I I I I I i I l I I WITH No.,tTls CEDAR COLUMNS 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. >f II ISSUE DATE: 1 ST PERMIT APPLICATION 04/04/12 2ND MDS REVIEW APPLICATION 04/04/12 3RD BID SET 05125/12 4TH 5TH 6TH DRAWN i A •i [ i 8 x8 x16. t —  --L- - PANDA PROJECT #: 58 -12 -031 01 SPLIT FACE CMU _( _11 w Q I ARCH PROJECT #: 1111 ;tit t MUTUAL MATERIALS to KHAKI •i ail •; I, ii ; i` ! I, t4 f ii - - - — _____.  --- ARCHITECT: ISSUE DATE: IST PERMIT APPLICATION 04104/12 2ND MDS REVIEW APPLICATION 04/04/12 3RD BID SET 05/25/12 4TH 5TH REITER DESIGN GROUP ARCHITECTS, INC. 7965 SW CIRRUS DRIVE BEAVERTON, OREGON 97008 (503) 574 -3036 FAX (503) 574 -2916 STAMP:  GEORGE T. ROBISONC... y {A P R D, RE NO f 2520 OF Og PAN,DA EXHow"RESS GATEWAY t 3264 GATEWAY STREET SPRINGFIELD, OREGON umm ARCHITECTURAL SITE DETAILS 't.) i 1 DOCUMENT NO. 2005 -- 058427 # P ASSESSOR PARCEL NUMBER 2 0 P 4 Z 91, 17032220 2000 3 OWNER: CROSSROADS CENTER ONE, LLC ,, .._ .,_ . ,,_ ,..._.. ,_ .+ .._.... ...  , i  t /`r ( j U) , ..3 434.74 A.C. } Cb rip CY tK ek r ^. - Q 38, N C PIN I B LA DS A G, ... 3.09 [ `! GRAPHIC SCALE D H 1 2 3 2 4 i . .._ v. t 4'32• •.  ...., . ._...._ _.... . __ ._ ___ _ _ __ _ ........ . _... :::•,_,  € 1• 4 , 10 5 0 1p PANDA RESTAURANT GROUP INC. N89'45'2Q "E f:F i ' '100.00, E ! f . 0000 E ; .- 4__ - -- _ L,._• ` ; , NFEE 1683 Walnut Grove Ave. 2 , 33.82 IB 1 in -- 1 a ft. Rosemead, calfoma w. t  .•±, I 4('•i l i X k it S. .? 4!", J{ [-I .i._  \.+ j , \ V" I • - ` t }.. ..4 I [ - LANDSCAPING , . LANDSCAPING { f 1 27 E } r t 4 ,f- ........... \ .... . _: I ! E All ideas, designs, arrangement and plans indicated t...i: Il i'.;J :.'i• I } .; .._ : :.__ „ 1 t : ,, - .._._,. } ` : or represented by this drawing are the property of G # I E { ; ...__.._a. y...._._ .... __ .. _....... _..._.... _. , ... Panda Express Inc. and were created for use on _.._..,_..... G t Z f t f I 10. . t. }( i' this specific 'project. None of these ideas, designs, 1 f S ors:.: I IN Ill  '  r 1  ;{ , 4 4 O  . E 1 t.. i I •  -•"j  #  1 arrangements or plans may be used by or disclosed j tai 2 %4 !k jk } Q 1 # BEL TLINE ROAD to any person, firm, or corporation without the f u t j written permission of Ronda Express Inca 3 ' }. 4  tY s1 I c_._= - -__i 4 3,3 r._._, 43 ;i - FOUND SURVEY MONUMENT E € - - 38 A. C f } . } € g 433.88 T r:: , ! AS NOTED is I E 1 = - r t tk E I E } s ....._ __..._. -- BOUNDARY LINE RIGHT -OF -WAY LINE 110. LIU CENTERLINE I E DRAWN BY: SCR ____r_ - - -- - EASEMENT .LINE J i i - CURB LINE' O1 v' S ,. io i 434.54 A, C. to , L C Q } 400 -. 1 CONTOUR INTERVAL LEGAL DESCRIPTION: 0 T ' • ,.._ : _.._..,_... , ..- _..._._.. -WATER LINE PER FIELD LOCATES __ . E 1 w ._____._.., _J I SANITARY SEWER LINE PER FIELD tOCATES TITLE REPORT FILE NO. 1 cn PER FIRST AMERICAN TITLE INSURANCE COMPANY PRELIMINARY   I , ,Jf , - PANDA PRCJECT #. S812 3 NCS- 509267 DATED OCTOBER 6,,2011): I -- STORM SEWER LINE PER FIELD LOCATES , ARCH PROJECT M. 'l'11 •. , ,,. ._:..• - -• t , ..`a ;___..___._ -GAS LINE PER FIELD LOCATES PROPERTY IN THE COUNTY OF LANE STATE DF OREGON, DESCRIBED AS FOLLOWS 6 _:.: REAL  3. , ' 1  ' , , ,:._ f ,,, ,3,., ..____ -- .UNDERGROUND POWER, TELEPHONE, } C3 AL PROPERTY SITUATED !N SECTION 22 TOWNSHIP 17 SOUTH, RANGE 3 .:' , -:•i k )  -.. t AND CABLE TV PER FIELD LOCATES THE FOLLOWING DESCRRBED RE , - r: J # =.I • - BURIED POWER LINE COUNTY OF LANE AND STATE Df TTE MERIDIAN IN THE CITY OF SPRINGFIELD, o I WEST OF THE WlLLAME , i ' j ! ARCHITECT: . F • ';.  i  1 l•_-"_ •___....._ ..- _- ,__.._ _._._..,ice  "._._.._- _.___. _., ._.+..,,iii •. . »_ .....,. R GON DESCRIBED AS FOLLOWS: l z a FF - FINISH FLOOR OREGON, , I } , '  u .# 33 .._r..° f:  5 SF - f A. SQUARE FEET r 4 -_ C. - A.C. c 3 HEAST CORNER OF THE 1 T 3.3.80 FEET -NORTH 89 49 2D EAST OF THE. SDUT BEGINNING AT A PAIN 3 •°  3.95 CI -CURB 'INLET 17 SOUTH RANGE 3 WEST OF THE WILLAMETTE , J x: STEVENS DONATION LAND CLAIM ND. 45, TOWNSHIP i MERIDIAN AND `RUN NORTH 00'04' WEST 78.06 FEET; GUTTER OR GROUND 1 1 433.7 T.C. -- SPOT ELEVATION {TYP. }'' }5. }tu{p t , t B.W. -- BACK OF WALK ARCHITECTS, INC. THENCE SOUTH 89'49'207, WEST 18.OD FEET, I 1, , • EXISTING   } I ,, ! ;J I c } BLDG. E l' ;y:. COMMERCIAL B {ft A.C. -- ASPHALTIC CONCRETE . ,_. , j.J - f`I.:..i?, -'.} f , l .€   . a -.. #  7965 SW'CIRRUS DRIVE THENCE NORTH 00'04' WEST 73,89 FEET, I ,r r EXISTING I: I _._ T.C. -TOP OF CURB BEAVERTON, OREGON 97009 ,:` } ; I I   434.49 A.C, TACO TIME , csj E  I t `} . -._ --` , _TRAFFIC SIGNAL POLE (503) 574 -3036  FAX (503) 574 -2936 _ 0 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF 4 j (+ __ THENCE NORTH 89#45"20" EAST X00.0 FF 434.5 „ t 1 G' .  ....; t- •:.a• l  I I:.: -CATCH BASIN C{ GATEWAY STREET; J } • ''  1861 SF `, j , - j l i ! } =  -CATCH BASIN ` lb THENCE SOUTH 00#04' EAST 124.80 FEET; i L. E (S j SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STAMP. G CHORD OF _ A OF A 1869.86 FOOT RADIUS CURVE TO THE RIGHT THE LONG 1 " ` ( , , THENCE ALONG THE RC t= =' f I } STORM SEWER MANHOLE FEET WHICH BEARS SOUTH 00#21'10" .WEST 27.37 ...... , . , _. _,_.. t . ,. t' ' ;' POWER VAULT i 77 ' •- . •c !  i`•II I ; tir -.,  :I.. r't_ ,,I  - P THENCE SOUTH 8949 20 WEST 81.80 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON 4 2 .._. i. L ( 4 -;', i # t_'I -_ErI J+;t.l I (' Ft! POWER METER I Ii I HER WITH THE EASEMENTS FOR INGRESS AND EGRESS AS SET FORTH IN DOCUMENTS - WATER VALVE ALSO TOGETHER E 4 AS INSTRUMENT ND. 2004- 062262 AND 2004 062263 AND FEBRUARY 1 RECORDED AUGUST 06, 200 I 2 P WATER METER ; 10, 2005 AS INSTRUMENT NO. 2005-010205. _. ,• ;.  I  C • l -FIRE HYDRANT PRIOR TO JANUARY 01 2008. THE LEGAL DESCRIPTION WAS CREATED i LIGHT POLE TAX PARCEL NUMBER. 1187549 AND 5473036 - - - G' I ,. EXISTING BUILDING _.... ::: I (CONTAINING APPROXIMATELY 13,804 SQUARE FEET DR 0.32 ACE ; t:, .. V. ..h  _.. .  , -_ ,.:...-  N CONCRETE suRFACE ?` , ; : } L l._; ti _ .. , > 5 - ..__._.._ " '-'  1J li , !. '  :i, I ._ I  PANDA EXPRESS LANDSCAPING { a 1 r .9H _ _ -- ASPHALT SURFACE II Ik v t GATEWAY .. __ - .} .r i1 t J '• ,.. a _ . <.. WAY MALL • \ .. . to -•. # ».... FINAL T 1.7A 1 E 81.80  `,.f i # t ; 89.49 ZQ . __ :..,.. _....... , . ... { 1 4'33.32 A.C. JUL ei 2012 _u.._.. .84 T.C. 3 W STREET 43 3204 GATEWAY E ` C MARK; B N H SPRINGFIELD OREGON 97477 ARK Y -612 1967 € ;A } y , VERTICAL CONTROL BASED ON LANE COUNTY SURVEYORS DIVISION - GEODETIC CONTROL SECTION BENCH M I.._ ._ 1 '. E BEING 'A BRASS CAP IN THE SE CORNER OF BELTLINE ROAD AND 1- 5 OVERPASS IN SIDEWALK, ELEVATION: 457.28 i r I t I E f 8196 SW Hall Boulevard E I , UTILITY STATEMENT: DOCUMENT N0. 2006-065521   232 AKES NO VEYOR M  Su AWINGS. THE SURVEYOR »..  .. ,- rte .,* THE_ UNDERGROUND UTiLiTCES SHAWN HAVE BEEN LOCATED FROM FIELD- SURVEY INFORMATION AND .EXISTING DR  , , € C I  I .I H I _ I THE A ND N D. ASSESSOR PA IN SERVICE OR ABA PARCEL NUMBER E , .EJSrE GUARANTEE HAT THE .UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER verton Or an 97008 E ..., .:.,  Bea , o. HOUGH HE DOES 17032220-2300 ,,t.J ..._.:... .} SURVEYOR ' FU T ER DOS a WARRANT THAT THE UNDERGROUND UTILITIES .SHOWN ARE IN THE ..EXACT LOCATION INDICATED ALT •- - • _R N E N T __ 1 r -4 ,9 t S NOT PHYSICALLY LOCATED € .  469-1213 CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HA N OWNER. RONALD `M. A . .€ I vti. , __ 1....1  hone 503 , H DEFOE AND KARLA K. I .. 3 P  THE UNDERGROUND_ UTILITIES: rt - ,r 503 469 - 8553., ......y , ,r. DEFDE (HUSBAND AND WIFE) 9 I_ i 1 ! J l , . r . I € . f } I fax { .:_ .: ,... _  434.39 A,C. , JI ,.tJ # I.,. ,., I , EXISTING CONDITIONS UTILITY LOCATIONS SHOULD BE VERIFIED BY OREGON WASHINGTON UTILITY NOTIFICATION CENTER PRIOR TO ANY EXCAVATION. € ; , www.srd,llc•com I N 1 LD  "_.ti Planning Engineering # 433.21 A.C. 14 33,29 T.C. j . • EROSION CONTROL NOTES I EC71ON NSP 1, PRIOR TO ANY GROUND DISTURB AN C E ON E STE ONE I TN WITH LDAP STAFF IS REQUIRED, ISSUANCE THIS PLAN DOES NOT Z) cn x w RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM! ALL G. 431.8 !' ATuro nr©curnxit orntaorilrmTc ooinQ in Qrr_n#titur rnnrRlt`77nhi EX: 432.18 FxTI' 4.3? .3 EX: 432.44 I J tt1Dlut-cu min miv mr-r vyr_L1 G.ati mL of tvw t.as.c.t/ttsv w mvc.vi nriv 4v 1 U: JJ. Dy l G: 432:70 TC 433. b9 WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT.} ;1 . .. r, f G: 432.35: ----- G. 433.`9_ 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN G 433.44 G. 433.70 G. 432:66 TC. 433.9 G 33.79 # SURE PUBLIC G: 432.70 \ - s. .. DIRECTED BY THE CITY .INSPECTOR TO EN  TC 434.19 1.50' , , x_ RIGHT-OF-WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET { DETAI EX: 433.91 :433.57 :34.20. I IBITEa. FLUSHING S PROM . WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER G: 433.61 G. 434.21 , 9 4J4. 11 TC. ,a y i) - TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED .WATER. EX. 433.46 EX. 434.10 . 2.00 EX. 434.15 ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THEN ONE G. 434.28 G. 433.62 1 -- G. 434.32 NT DEN WATER WILL NOT BE ALLOWED 1 GALLON PER HOUR.- SEDIMENT LADEN 433.69 . , _ ._ ... ,.. _....  . - TO ENTER THE STORM WATER SYSTEM. G: 434.03 G: G 433.85 C: 434.19 i G. 434.44 G :434.40 \ -10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE i x , . EX: 434.12 E IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT DISPOSED OF G: 433.93 r G.'4J4. I r PROPERTY CITY'S STORM WATER SYSIEM, WATER FEATURES, AND TC: 434.43 RELATED NATURAL RESOURCES.  AP PROVAL OF A DEWATERING w ,, DETAIL A G. 434.08 '   SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR G. 434.1 D r { BE ACCEPTABLE FOR USE IN ALL SITUATiow MODIFICATIONS TO IX , , TW.433. 8 THE DEWA TFRING SYSTEM! WILL BE REQUIRED IF COMPLIANCE CAN NO BW 43D.00 8E MET AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO a G: 434.32 LEAVE THE CONSTRUCTION SITE. r Y C}- 1 DETAIL A. z 11. A .SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND G. 434.40 . r } i - ;      SCALE: 1 ".• 5' IMPLEMENT THE LDAP OR OTHER BEST; MANAGEMENT EROSION G :434.32 ? , . I PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. j ... 0.75 a I G :434 .40 FF: 434.40 - i cy THINNERS FUELS F i I +") I `(p y I  ;  . ,  "'  EX: 433.75 ! 12. NO HAZARDOUS SUBSTANCES SUCH AS PAINTS 0.757o 2.260 { 1 I ----- ` AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT 4 CLASS C ASPHAL G :434.26 c \IN 2 LIFTS WELL NERD PR TOECTION NOTES TW.: 433. fib ` PROPERTIES, OR INTO WATER FEATURES, 1HE Cl TY'S STORM WATER e . ± ' TC. 434.75 G. 434.08 BW 429.78 f SYSTEM, OR RELATED NATURAL RESOURCES. G. 434.56 r m x 1. ANY CHEMICAL SPILLS OR LEAKS BE CLEANED UP AND CLEAN -UP G.•434.56 r ; GB. 434.30 ,. TC, 435.06 MATERIALS DISPOSED OFF -SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ TC: 435.06 _ r I t, 7 r "y S\ i €E•gtf+ iS {3riy SF7  J REQUIREMENTS IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CON TA MINA T10N : 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CON TRACTOR  jttt 1 Fjj ± HP. 434.32 1 EX: 433.90 CONTRACTOR AND MAINTAINED TO ENSURE `CONTINUED PROPER 2.50q t `  FUNC710NING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS { OF THE ESC FACILITIES DURING THE WET SEASON {OCTOBER I TO APRIL 3D} AND OF MONTHLY REVIEWS DURING THE DRY SEASON G: 434.26 CURB CUT MAY 1 TO SEPTEMBER 30 ). o ' . G: 434.12 GB: 434.00 LP: 433.6 EX. 433.8J  5 " PORTLAND CEMENT CONCRETE 'r ., 2. DNAPL PROHIBITION. THE CONTRACTOR AND ALL SUBCONTRACTORS ,ARE REQUIRED TO i„ 12 THICK CRUSHED AGGREGATE BASE PROVIDE THE OWNERS ENGINEER WITH COPIES OF MANUFACTURERS SAFETY DATA 7 FOR TRASH AREA z1,4t' -nom rc,rc cn pnrfr 1-Annn OCI CTOCA NTU f 5. NO FILL MATERIALS CONTAINING HAZAKUUUS MA I LKIAL5 SHALL t(L UStU UN IHI"> br lt. _ j K j ... 0.75 1.50 Di FOR 5;p' cy F i N HP: 434.73 .  ;  . ,  "'  EX: 433.75 ! TC: 435.23 A2 0.757o 2.260 { 1 ----- ` 4 CLASS C ASPHAL G :433.88, \IN 2 LIFTS WELL NERD PR TOECTION NOTES r e . t r 1 x 1. ANY CHEMICAL SPILLS OR LEAKS BE CLEANED UP AND CLEAN -UP G.•434.56 G. 434.42 GB. 434.30 MATERIALS DISPOSED OFF -SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ TC: 435.06 TC, 434.92 TC: 434.80 I t,  "y S\ i €E•gtf+ iS {3riy SF7  J REQUIREMENTS IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CON TA MINA T10N -  jttt 1 Fjj - - t1 5 " PORTLAND CEMENT CONCRETE 'r ., 2. DNAPL PROHIBITION. THE CONTRACTOR AND ALL SUBCONTRACTORS ,ARE REQUIRED TO i„ 12 THICK CRUSHED AGGREGATE BASE PROVIDE THE OWNERS ENGINEER WITH COPIES OF MANUFACTURERS SAFETY DATA 7 FOR TRASH AREA z1,4t' -nom rc,rc cn pnrfr 1-Annn OCI CTOCA NTU f 5. NO FILL MATERIALS CONTAINING HAZAKUUUS MA I LKIAL5 SHALL t(L UStU UN IHI"> br lt. _ j K DIVERSION RIDGE REQUIRED Vv?HERE GRADE EXCEEDS 42% 2 OR TVR ROADWAY SUBGRADE GEOTEKrILE SECTION A A NOTE: SPILLWAY LISE SANDBAGS, S17RAWHALESOR STRAW BALr~5.5AI JDBAti5, OTHER APPROVED METHODS TO 4R CONTINUOUS EIERtvi OF CHANNELLE RLIHOFF TO BASIN EQUIVALENT HEIGHT AS REQUIRED. SUPPLY WATER TO MASH WHEELS IF NECESSARY  PAN _ CITY OF EUGENE NOTES: STANDARD DRAWING 1, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT W&LPREVENTTRACKING ORFLOVYFJG OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAYS. THIS MAY REQUIRE TOP DRES: SVG, REPAIR ANINOR CLEAI+AOUT OF AMENDMENT AMY MEASURES USED TO TRAP SEDIMENT 2. WIZEN NECESSARY, WI"IEELSSIIALLBE CLEANED PRIOR TO ENTRANCEONTO PUBLIC RIGIC- OF -"AY 3. W-IEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREa.STABILIZEDWITH CRUSHED STONE THAT CONSTRUCTION EN DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. SITES LARGER THAN 1 ACRE REQUIRE THE CONSTRUCTION ENTRANCEBEAMN9,4UM OF Imo= IN LENGTH. REVISIONS DATE DESCR IPTIC CONSTRUCTION ENTRANCE 1/0 110 9 REFC?RMAT3ITLE 9 NEWNOTE #. •  \ F y a s t 4` SUXWrted Sediment Fence g' Unsupported Sediment Fence with Geotextile elongation *less than 50% 'ti cwi` i   ' It Q9DtWd1Q 911111) 610n91111001171 VAW as e P 4 COMPAftli Payb is native i for -. a ahaw darn TABLE 2 T A DITCH SECTION OR LOW AREAS SECTION AAA N Attach sadiment#>xue Far aedlment erne, 0 to wire tnBSh back sedirnertt fefiJ 9bObEDfiIJ! wish wire mesh. With e v mat awnd 1 post ggadnqLan. POST SPACING 4` SUXWrted Sediment Fence g' Unsupported Sediment Fence with Geotextile elongation *less than 50% 4' Unsupported Sediment Fence with GeotwMle elongation *more than 50% f 4  !- spa MaGh to pea With 6' POSTSFACING CVERLAP is f4srIam per Post Q9DtWd1Q 911111) 610n91111001171 VAW as e P 4 `MOfAII•Y lw1EJ=iY salmit fence oIt:  srilrliJJ! 1• • ! µ 6 . s A J  • D ! ! • w {r tl SEDIMENT FENCE, SUPPORTED kt  SEDIMENT FENCE, UNS Post **19 Bottom of ar trench . 2002 ELEVATION .a.:m • , w _e 10' MIN B VARIES STAKE MP) B  STyRpAW BALE !' • CONCRETE WASHOUT FACILITY 21 PLAN 1 N.T.S. a• law 4. STEEL WARE STAPLE DETAIL STAPLES 2 PER BALE) N.T.S. 10 ML STRAW BALE PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE & DRIVEN AT LEAST 12 IINCHES BWDAN6 WIRE INTO SOL) SECTION B-B N.T.S. 1. LOCATION OF CONCRETE WASHOUT FACiLIN TO BE DETERMINED DURING THE ON-511 E PRE- CONSTRUCTION MEETpVG WITH EROSION PREVEnoN PERMIT STAFF. 2. OTHER OPTIONS INCLtJDEAN EXCAVATED PrrwnH 10 MIL PLASTIC LINER, OR A PREFABRICATED CONTAINER 3. LOCATE AT LEAST N AWAY FROM ANY STORM DRAINS, WHEN POSSIBLE. • O e P STAKE MP) B  STyRpAW BALE !' • CONCRETE WASHOUT FACILITY 21 PLAN 1 N.T.S. a• law 4. STEEL WARE STAPLE DETAIL STAPLES 2 PER BALE) N.T.S. 10 ML STRAW BALE PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE & DRIVEN AT LEAST 12 IINCHES BWDAN6 WIRE INTO SOL) SECTION B-B N.T.S. 1. LOCATION OF CONCRETE WASHOUT FACiLIN TO BE DETERMINED DURING THE ON-511 E PRE- CONSTRUCTION MEETpVG WITH EROSION PREVEnoN PERMIT STAFF. 2. OTHER OPTIONS INCLtJDEAN EXCAVATED PrrwnH 10 MIL PLASTIC LINER, OR A PREFABRICATED CONTAINER 3. LOCATE AT LEAST N AWAY FROM ANY STORM DRAINS, WHEN POSSIBLE. a i t. J fS'v. 4 3 .37.97 :. 4.00 2.31 — —5.86--5.5  .50 FF.- 434.40 i C 4„ R K 8196 SW Hall Boulevard, INSTALL 2" AGGREGATE BASS Sure 232- WITH 6 AGGREGATE BACKFIIL Beaverton Oregon 97008 5.0. ALONG WALL W/ PERF PIPE, 3.0r P. U.E NOTE: phone (503) 469 -1213 lF; WALL DESIGN PER fax (503) 469- 8553 ARCHITECTURAL PLAN.  PLAN s M A –A www.srdllc.com D E G 1 N NTS '. E' Plenning ngirieermg