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11735 SW QUEEN ELIZABETH STREET .70 tlxl w � C1, z A" z F Q � v A � r \ TF•+15 TRACT OF LANG 15 SITUATED IN THE SOUTHWEST CNE- QUARTER OF SECTION 10, TOUN5WIP2 SOUTH, RANGE: I WEST OF THE WILLAMETTEtMERID!AN, IN THE G17', OF � r iN �� \� NG -1. KICITY, IN THE COUNT', OF WASHINGTON AND In o T++E STATE OF OREGON. OREGON ! 4 / 10, ;� T IN X gl�gy� \ TURA r ,• �\P: 6/30/0? 1 51TE PLAN 4 ``�. ti ____ 2 BUILDING FLOOR PLAN AND ROOF PLAN; \ EX/SONG Wit DING 3 BUILDING ELEVATIONS \ 3600 SU. FT 4 BUILDING 6ECTIO!-46 \� ^� �Ae r !41 S'fRl,IGTURAL NOTES AND DETAILS 4 Sl ►''OUNDATION PLAN AND ROOF FR011NG PLAN CI PLAN G2 S'1 JR1"1 DRAIN RELOCATION MI :a'„AC FLLOR PLAN PI PLUMBING FLOOR PLAN Q Ei ELECTRICAL 51TE PLAN E2 ELECTRICAL FLOOR PL to W Ul LU] ly 17 ` � Q Lij Q �'l AZONE LIMNED C(71MERCIAL "ZONE (LC) CwABLE USE Tl P ILI 01 W E. -A*ICE' REETA�L SALES AND SERVICE. PERSONAL r,,✓�f SERV!C:E. REPAIR, MOTEL, RELIGIOUS A5SE"15L� 0 II. PUBLIC AND PRIVATE UTILITIES i �/ °�� Pw�� I ADULT AND FA!'11L1' DAY CARE •��i +'` � P ��' / 77) fir!f \\01 i p i ROPLSED USE T'IF°ic. OFFICE ,, rN le COPE ANA�L�IS_ 1994 c 5�5.G� /�., / S (� r r=A'sEME 1 / • / �, i' e a-985' / OCCUPANC'T GROUP BUILDING T`rPE: 7 N BASIC AREA: 113.000 50. FT. / r r / INCREASE PER \ ��G SECTION 505 IgW eQ, FT, \ '� ' �p°�►� �\\ �r I TOTAL ALLOWABLE r I //fes 1 AREA: 9,200 SQ. FT. '\'\ �� -� ,;� ,/ �•' � It� ACTUAL AREA 8.160 SQ. FT. z OF STORIES: I 'a.\: dow ILI E"- 51TE: 21,50 (APPROX.) $Q. FT. \� •�G�, BUILD!Nrs: 4,560 SQ. FT. KEY 3_kQ?¢P..%;,_FT. !EXIST I�1 6,160 SQ. FT. ` �C; .. - DEMOTES E45EME'+' 4 NE V Z L ANDSCAP�NG ASA �C OF GUyERA�,aE \r F ---�----- DENOTES PROPERTY LINE �/ LANDSCAPE: 6,10E (APPROX.) SQ. FT. 24%t OF LOT AREA �/� Y USED FOR LANDSCAPING / I I DENOTES AREA Cr- NEw CONCRETE 50E uALK PAVING AREA: 4,984 50. FT, _ � DENOTE AREA OF L.ANDSCAP�NG EXISTING PAVING ARE4 5.046 SQ• FT. NEW PAVING AREA: X54_.SFT -------- -- TOTAL PAVING AREA: 6,002 SQ. FT. 51 TE FLAN KCET--SITEh PARKING: SCALE: !' 20 -G"' STANDARD II ONE PER 400 30. FT. r COMPACT: S OF FLOOR AREA CITY OF TIGARD HANDICAP: I Approved............................... ....O AL 3PAGE6 PROvIC'ED ?I Conditionally Approved..........................[k J)': .t For only the work as describc- in: PERMIT NOMI - Q BIG Y GLE PARKING: OF 8PA _S $P `. SILP -- � �. � 4 ONE SPACE PRE 4,000 SQ, FT See Letter to: Follow...!.!.A•.•.... • OR TWO MINIMUr ; , Attach...................... Job Address: 1-76VA _ !i�i!�f 4 -_.-`� .�� ^I�-�Mr.l i MINI• INLNU R•, INl By•--- - IMIi9G. Kl RIOMit RI.SCRNIO OC UFANt�`r ScI�A I��r�Q1y AREA Q�� '_Ay 7_JaC�A� XITl RE�d�IREQ XIT,'�gQy� Q NEV oRANNGS ARE THE NK)PERTY 111 RIPPFY CONSULTING ENGINLW IN B (OFFICE) 4,560 5Q. F?. 46 2 7 AM ARE NOT TO RE U9W OR RLrw,,". IN ANY MANNER EXCEPT NTN THE I' AIRITTEN PFRm,SSTON CIF T M. Ni, ,"ONSUI TTNC FNCpNF-ERt• INC. 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III _!. ,l 11 1 !! 1 ;! 1 [ �, I , IT_.{ [ 1. I ± 1 , ►I tl i w T 1 I ; TT IT 71 It -- 4 TOP OF WINDOW - - - - W to dl L TRA5N ENCLOSURE I II ! I 1 I Q a , .--- ao 150TTOM WINDOW ' o� I I I Il II 11 I I Y RIF'PEY i it It Ili �1 it it 1i ii Ii Ii Ill I! ii Il ,l i CC)1999,9UtTING rwow[ID[k o THf qROPERtY OF TM RIF'PlA WNW 1140 ENERS IN(, ANT) ARENO�TO'�Aff E � USEDr1RGINEREPRQx10ED T-III 51 D INC IN ANV MANNER EkCEPI NTH THE PROPER WRITTTN PERMISSION Elf TM. RIPPEY "N1SUt TING ENGINEERS INL. DATE -g►-�� NOfRTI-J ELEVATION FtFNAMB_ KEP ELEVb DPAWN BY, e• I CFKL,)97 RNT i I I'"I'' M054 IiUI' [999-00324 M 1'C '999-00326 MCibAK OF'FICI, C1E' 4 1 1711 01 IEEN F'FK')JEC? No 99©20 .. 1 ,..: �: ,,,{,._.�,,,,,.Mss.....'r„"".,�n'!'AIffi.wr•*,+r/^.+w•..o*1�...,yen.,+..Y••.,•..+.....,.. v.... 111.. c .. 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I TOP 9F_ ---- _ _ - -- ------ 2111/2 16,7'0 \ 6` HANDICAP 51 "'IDOL, WHITE W; Q __ BLUE BACK,:zROUND OREGON - --1 21/4- 0Ip dit6P�lpPax 0 us III ZO. IK' 0W' ALLJ" SIGN PLATE. ry TURA' • -- Mr 1, �UOkp BLUE REFLECTIVE SHEETING EXIT: b B3 I D�^-� C TION �� "`- 11+5 81.621 NE fit I' NIGH WHITE REFLECTIvE 6130/02 8U I L L.� I N� 5 C G I I ON ��� - --- 1.y to till 11afifk LETTERS AND BORDER, -- — 4 Kce-SEcTIONb BAKED ENQMLE SCALE: - - 31 -----I, - - .� I' __ -vAN-ACCE5_,IBLF SIGN Q IWHERE REQUIRED I ��`�` i'7 RI✓G .II'v -- 9 -_._ GALv 5TEEL POST 7 g�. OF z � Q O `+ O _oF SLAB O 2 SU 'L D1NG SECTION � BUILDING SEGT !CN 4 -� f- 4NDIC,41" P41RKINC51r.::NQCE . INT. NAND I .AP S111BOLSCALE: 1/6' !'_V rt -_----- SCALE. I, I'-C' KC9 . SCALE I' a I'•®' SCALE: 1' . I'-m` 1_ CONCRETE RAMP FL05H i .' DEEP TOOL(=D I CON ROi JOINT • 5'-C' O/C ;' STEEL TROWELED W1 ASPHALT PAVING -\ / JOINTS G (TOOLED) EDE, TSP �S) - HANDICAP F.)IGNAGE PER STATE REQUIREMENTS, BROOM FINISH \ - EXPANSION JOINT 2' SMOOTH TROWELED - % SEE DETAIL 4i4 • 20 -©� Q'C BRCOM FINISH -.� JOINT, Tl P. �-- -_ uj f ACCE551BLE SIDEWALK RAMP, -_ --�}..__---- - ---.--------►-_ _-_-� 6'-C" b'-C' STD. SEE PLAN FOR LOCATION, SEE DETAIL 8i4 8'-C' AT vAN -- --+ ACCE55 LOCATIONS CONCRETE­: RAP'tr"- FLUSH W � / ASPHAL PAVING �1 7-T-FPIGP4L .:IDEW4LK ,4GGE5515L 51aEUJ4L< RQ1"1F i +_ .y KCe-1 , / SCALE '/4' 1'-C' KCS- p I SCALE: • I 3'-0' MIN. ' - a' F'AiNT STRIPE r� 4'-6` MIN. � 12' MIN. 12' MIN, -- 3'-6' MIN. aD 4' PAINT 5TRIPE5 • -C' OiG I VNK .� TOILET PAPER 1 Y RII NET __ ...f. -- --- - HANDICAP SYMBOL. PAINT � . ,C.�I;CM 4.ry tNil, EMrlNE[w5 W1.' L IAA9. All RIp1T4 RC (it!y[p C15PEN5ER PER aTATE LAW. SEE DETAIL 5 is _ ._ THESE DRAMINt4nS � 111f PkOPER1Y 0" _ __.--� -- TM RIPF`EY CONSMNO FNGINEEBS MMC. ' L __—_ ,.� � - - AND Al1E NOT TO eE USED OR REPllaolTcM B ANY MANNER EXCEPT 0 4 THE PREMIER 6' MAT' 1+1 r1. ' M WRITTEN PERMISSICIN Ci 1M RIPP[Y --__ I O m i ON5lR TING CNGINF ERS INC r IN DATE r rVE NAAAF 99r1J'2Q-4 _. 6'-0' STD. DRAWN gY, 518_-_- 8'-C' AT VAN ' .4CGE38 LOCATION CF MC'U 9Yl_IQ►iT `_ _ N '4N� IG14f=' F-'/ f'KINr ST4LL SINK GL. E4R/` NGE ;� 1 TGILET G ,� �?,4 - ._ I ,-1I►I►I► 1 KCF� .3 ---- LE N.,E5 TOILET GI ,4 ,4NE5 l 1.19 nn .'1 .i. SCALE' ',4' _ I'-O' KCH-s SC%A!_E �.<' - i'-�'' j - L_ R 11 4 SCALE: 4 1 -m' 3, I I l 1999-1►I►�?Fi T SCALE: 4 1'-C !,' UAK (-)Fl:lc 1. 173.5 t1lIF?I:N CIM 4 1 IZA11IF I II I'Ti d I,I 9 Pw\*:T Noll _ algd2� If this notice appears clearer than the JUN 0 2 2000 document, the document is of margimil quality. Illlt'1'E►Illll ed i � I I I ' IIIIjlllll 1 I { j I j 1 I!1. 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I I AENERAL_5TFW 5AjC!.uR_A:., NOTES Ira w a, z �QPE REQu1t�Er1 n�T �Q►N�R 7�� 2QRRIff CnNFCRM TO THE UNIFORM BUILDING CODE, IQg l EDITION, AS A!`1'ENDED BI CONCRETE EXPANSION .4NCHOR5 ALL BE 'BAWL STUD' OR ENGINEER � x I THE STATE OF OREGON APPROVED EQUIVALENT i~ 2x6 FRAmiNG 16' O'G �` --- CWEKTIR._ a DESIGN Was B4SED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 199 SAWN LUMBER UESIc�`: I5 B45ED ON THE NATION;.!_ DESIGN 5F_GIFICATION, c� W/ Iy' PLYWC� SIIEAtNING UNIFORM BUILDING CODE IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST GrAST LUMBER LO.:G5 WERE USEC FCR DESIGN WITH LIVE LOADS REDUCED PER UBC. INSPECTION BUREAU OR WESTERN WOOD PRODUCTS 4550CI.rTICN GRADING � �c� M RULE5 ALL LUMBER NOT SPECIFICALLY NOTED TO BE OF 02 OR BETTER ALL P ON 'HD' HOLI�OWN T TOP GHORD 8 PSF DL BOTT�'O' CHORD; 1 P5F CL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU 5N,:LL BE PRESSURE SEEPLAN SCHEDULE - F.T. 2x1 SILL PLATE E W.' TREATED UNLESS AN APPROVED BARRIER 15 PROVIDED. FRAMING ACCESSORIES h ^ \ I�1'o A B 48' O'C ROOF: TOP CHORD: 25 PSF SOW L0�-1D. 4' CONIC SIDE WALK, O+ - GONG SLAB, AND STRUCTURAL FASTENERS SHALL BE P'!ANUFACTURED BY 31MP50N ; ALLOWABLE SOIL BEARING PRE65URE: 1,500 P5F MINIMUM PER U.BC STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND 2x FRAMING s IF,' O/C SEE SITE PL:•N p SEE PL..N Ti PE SHOWN ON THE DRAWINGS, HANGERS NOT SHOWN SHALL BE SIMPSON AT NON BEARING WALL SEISMIC: ZONE III R 55 501E PROFILE: TYPE G HU OF SIZE RECOMMENDED FOR MEMBER ALL FRAMING NAILS SHALL BE �' COMMON NAILS. NO BOX NAILS ALLOWED 6' MIN r - I WING: 80 MPH - EXPOSURE B 5 P5F NET UPLIFT I PL'I WOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF 'U.S PRODUCT -- --�\ P T. 2x PLATE W/ - I �XTIN(� � (�ITiQI�,�. 2 C 145'o PAF +0 24' O'G i STANDARD P5 I FOR CONSTRUCTION AND INDUSTRIAL PLI WOOD' OR APA THE CONTRACTOR 5H4LL FIELD VERIF'4 ALL EX!5T!N3 CONDITIONS PRP-100 PERFORMANCE STANDARDS- UNLESS NOTED PANES SHALL BE APA N n DIMENSIONS AND ELEVATIONS. THIS CONTRAC=TOR $HALL, NOTIFY THE RATED 5HEATNING, EXPOSURE I, OF THE THICKNESS AND SPAN RATING SHOWN SAWCUT I' DEEP ►'-�,' MIN �" GONG SLAB _ 24 , -:,EE ARCH ITECT%ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON ON THE DRAWINGS PLT WOOD INSTALLATION SHALL BE IN GC�ORMANGE T-- - -- _ �S s 24' OCG SAIUC:UT I' LEEP - \ / PLAN THE DRAWINGS PRIOR TO THE START OF THE WORK WITH APL. RECOMMENDATIONS ALLOW V8' SPADING AT PANELS ENDS L E G AND r- EDGES. UNL - \ E55 OTHERWISE RECOMMENDED BY THE PANEL ►"!: NUFAC:TURER .��h�ITIAN: - uklu:oN --- ' � T a_ THt CONTRACTOR 54-TALL BE RE5PON51eLE FOR STRUCTURAL STABILITY OF THE ALL ROOF SHEATHING AND SUB-FLOORING SHA INSTALLED l CONT LL BE NS ALLED WITH FACE 1 �o NEW AND EXISTING 5TRUCTuRES AND WALLS DURING CONSTRUCTION. THE GRAIN PERPENDIGU ART P 'Py 20,-� I- L O SU PORTS, EXCEPT AS INDICATED ON THE STRUCTURE SHOtL ON THE DRAWINGS HAS BEEN DESIGNED FOR 5TABILIT'T DRAWINGS. ROOF SHEATHING 5NA 1_ EITHER ry 4' CRUSHED ROCK BASE� L E E BE T - BLOGKED, ONGUE-ANG �TUR1� i b' UNDER THE FINAL GONFIuuRATION ONL'( . GROCVE, OR NAVE EDGES SUPPORTED B'Y FL) Cl-IPS. SHEAR WALL 5HEATNINu;3 5HALL BE BLOCKED WIT" 2X FRAMING AT ALL PANEL EDGE.. NAILING NOT FXP: 6/30/02 %lP1MITTA;n6; 5PECIFIGALLI IDENTIFIED ON THE DRAWINGS TO CONFORM WITO UBC TABLE I OI TROL JOINT FOOT IND SECTION FO�_J/�" ING 5E!7T ION SHOP DRAWINGS 5144LL P-E SUBMITTED TO TWE 4RC"ITECT•'ENGINEER PRIOR TO 51 KCe ' VALE 0. ' ,, =I Kce Is FABRICATION AND CONSTRUCTION REGARG'ING ALL STRUCTURAL ITEMS ` ! ' �' SCALE �' ! 0' cJ" K;N ,n SCALE I' I -C+' INCLUDING THE FOLLOWING GLUED LAMINATED MEMBERS SN.�LL BE FABRICATED IN CONFORMANCE W!T•a U.S. PRODUCT STANDARD P5 56, 'STRUCTURAL GLUED LAMINATED TIMBER' z PREMANUFACTURED WOOD TRU55E5 AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC 111-t EACH htE'"1BER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE BLc:GKING 4T STR�:P ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE ONE COAT OF ENO } ?/ STRUCTURAL DRAWINGS THEI 5H.>LL BE. CLEARLY IDENTIF'EG' ANI CHANGES SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP 0 � i PL) WG PANEL EDGES TO THE 5TRJGT11RAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT; OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAM- 5EE PLAN EN,-_3INEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE SHALL BE VISUALLY GRADED WESTEWN SPECIES INDUSTRIAL GRADE, AND OF ROOF ENGINEER. THE STRENGTH INOICQ T ED BELOW: SHEATHING, 5EE PLAN -.\ ROpF SHEATHING :,EE PL•aN � � z 8d F,' O/C 8d 0 6' OIC \ his DESIGN DRAWINGS SHOP DRAWINGS AND CALCULATIONS FOR THE DESIGN COMBINATION O }- O 4ND FABRICATION CF I ITEMS THL,T ARE DESIGNED B7 OTHER5, INCLUDING L,E�T-� �I MDQ , PE�.IE� 2x BLOCKING--� / 2x BLOCKING -_, / PREFABRICATED WOOD JOISTS, WINDOW WALL, AND ALL OTHER GLAZING ill I(oca 6 O/C 16d 0 6' O/C �_ 3Y�TEM3 SHAI BEAIR THE SEAL GNG SIGNATURE OF A STRUCTURAL ENGINEE=R 4LL 24F - v4 OF/DF ( SIMPLE SPAN -3 DIMFSON SIMPSON REG15TRRED IN THE STATE OF OREGON. AND SHALL BE SUBMITTED TO THE (V (r� c A34', TI P, GRG�!'E�T ENGINEER PRIOR TO FAC3RICATION DESIGN SNALi. BE BASED ON F'REMANUFACTURED WOOD TRUSSES. PREMANUFACTURED WOOD TRUSSES 5r'••IALL f- � •- A34', TI'P. - / - -_._��. PREMANUF TRU55E5 T1 BE OF THE 51ZE AND TYPE SHOWN ON THE DRAWINGS. .-� THE REQUIREMENTS OF THr.- 1991 UBG ( 3) 3 8�d / DIMP50N 'CMD A PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS z SIMPSON HOLDOWN, / \ 5EE PLAN SEE PLAN / EARrH RECOMMENDATIONS. TRU I - l� 35E5 AND BRIDGING SHALL BE CAPABLE OF RESISTING O O SEE PLAN / I I , DI!"!"30N 'H25' AT ♦ � ..�_ \ eLCGKiNG PANEL PRCTECT INCOMPLETE WORK FRCP'! FL�^.ODING DURING STCRT~IS OR CTHER THE WIND UPLIFT NOTED ON THE DRAWING5. THE TRUSS MANUFACTURER 1 ♦ A TRUSS RUSS , , CAUSES, TWOROUGHLI BRACE OR OTHERWISE PROTECT ALL STRUCTURES NOT SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF �., .._..,_ BETWEEN TRUSSES STABLE AGAINST UPLIFT DURING CONSTRUCTION. TAKE ALL NECESt)ARI TRUSSES IN WRITING TO THE ARCNITECTiEWGINEER. PREMANUF,:CTURED WOOD `S (3) 2x6 STUDS --/ ?x4 24' OAC 4x12 HEADER W/ ',,2' PLT WD ( 1) SIDE PREG4UTIOND TO PREVENT DISTURBANCE OF AND TO PROPERLY RAIN THE 2x4 m 24' 0,1C7 D E TRUSS ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS a (y SEE PLAN j NAIL W/ 8d 6' C C AREAS UPON WHICH CONCRETE 15 TC BE POURED. DO NCT ALLOW WATER TC COMPATIBLE WITH THE LOAD CAPACITI , 5TIFF1NE55. DIMENSIONAL, AND FIRE W 0� ' aT EDGES, 12' O%C ACCUMULATE IN EXCAvaTION5, REMOVE WATER TO PREVENT SOFTENING OF ,RATING REQUIREMENTS OF THE PROJECT, AND !S ICBO APPROVED. _ / ?x4 LFD'3tR W%' AT FIELD NAILING, � � ' 2x4 LEDGER W% ( 2 1 Itr d w..+ 6TUG THE BA5E FOUNDATIONS CCNVE� WATER REMOVED FROM THE EXCAVATIONS (P v� r 2 16d EA STUD -� \ AND RAINWATER TO TEMPORARI DRAINAGE DITCHES OR OTHER STRUCTURES wI HANICA Q 2x6 STUDS lE' O%G OUTSIDE THE EXCAVATION LIMITS FOR TP15 STRUCTURE. ENSURE THAT THE THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL --� W/ '�?' PL`''WD, \ WATERING OPERATIONS WILL NOT 4OVER5EL1 EFFECT FOUNDATIONS. WINDOW SYSTEM I SEE PLAN SIMPSON 'H2.5' AT MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR TsaE TIME EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER, MAGHsNERY, ANDA550C'ATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE U --�-- EA TRU55 REQUIRED TO CGP'PLETE THE WORK IN A PROPER WORKMANLIKE MANNER, NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS l•' REMOVE L005E OR D15TURSED SOIL FROM THE BOTTOMS OF EXCAVATION NATIONAL ASSOCIATION (SMACNA), GK SPECIFICALLY DETAILED ON THE "�' FOOTINGS TO BEAR ON UNDISTURBED NATIVE 5C!L OR 5TRUCTUR4L FILL IN MECHANICAL ENGINEER'S OR.AWINCs5, SHALL BE DESIGNED BY AN ENGINEER -� LAN L=, I CORNER .1 15ECTION � 5ECTION ACCORDANCE WITH THE SOILS FZ' PORT __- REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE .. ' KOH A SCALE: 11/2' !'-m' "1 Kce-tI �,,, ARCHITECT/ENGINEER '^'RIOF° TO FABRICATION. SCALE , I'-0 S! "'" " SCALE' I'-m' WERE COMPACTED 4RE,45 ARE DISTURBED BI CONSTRUCTION CPERATICN5 OR ADVERSE WEATHER, O'/ER EXCAVATE AND BACKFILL WITH 3/4' ►"!INUS INSPES'11�ty: CRUSHED ROCK COMPACTED t0 A MINIMUM OF 92% OF THE DRY DENSITY AS SPECIAL INSPECTIONS: IN ACCORDANCE WIT" SECTION 110! OF THE UNIFORM MEASURED 15'1 A6514TO TIgC^ BUILDING CODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS /RE TO BE PERFORMED BY AN INDE=PENDENT TESTING GA$T-IN-e�,[, E COIN(. -. LABORATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS OF MIX DESIGN: PREPARE DESIGN MIXES FOR EACll-t T�PE OF CONCRETE WORK: _z ROOF SHEATNINCs, �- 2x12 OVER FRAMING, PR.OFDORTION MIXES Bi EITHER LABORATORY TRIAL BATCH OR FIELD SEE PLAN / 5d m 3' O/C SEE PLAN EXPERIENCE 1"lET"CD5, USING MATERIALS TO BE EMPLOYED ON THE WORK A. CONCRETE, INCLUDING CI LINDER TESTS, SLUMP TESTING, AND REINFORCING. FOR EACH CL"55 OF CONCRETE REQUIRED. I 1 0) _// I !3 EPDXY ANCHOR PLACEMENT. UJ r� ADMIxTURES: AIR ENTRAINING AGENT IN ACCORDANCE WITH ASTM 0260 AND ca - f-- ! 8ci a F,' O/C T1 P WATER- REDUCING ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT C. EXPANSION ANCHOR PLACEMENT, WHERE INDICATED ON PLANS. O ACCORDANCE WITH THE MANUF,4CTURER6' REGCMMENDATION5, MAI BE w INCORPORATED IN CONCRETE DESIGN MIXES AN AIR-ENTRAINI! -s AGENT TRU t�IJ�AL per,, gVATl�1°F� U Q CONFORMING TO ASTM 0260 SHALL BE USED IN CONCRETE MIXES FOR STRUCTURAL OBSERVATIONS B' THE ENGINEER OF RECORD OR AN APPOINTED � U, EXTERIOR HR HORIZONTAL SURFACES EXPOSED TO WEATHER, THE AMOUNT OF REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLCUIING TIMES DURING � Q ROOF g"E,".,T�aING, 10dm 6' C%G PRE!"!ANUF ENTRAINED AIR SHALL BE - '1% BI VOLUME. FLY ASN PROHIBITED. CONSTRUCTION: 5EE PIAN -� TRUSSEc� -------- _ __. _..----- - i e,�,; SEE PL/,N-- w zr , CONCRETE WOW.. SHALL_ CONFORM TO ACI 301. CONCRETE STRENGTH5 5H4LL I AFTER THE ROOF AND WALL SHEATHING ANG ROOF STRAPPING NAS BEEN � z z 5IMP50N 'CTC' I BE 'VERIFIED B1 STANDARD 28-DAY CYLINDER TESTS PER ASTM 1=3°J, AND SHALL INSTALLED PRIOR TO COVERING WITH AN't MATERIALS. — U•1 'Q 7 _ _ .- /Jam.'' •- PREMANUF 0 48' C,G TRUSSES BE 46 FOLLOWS: U 1� ' 2r4 FLAT OUTRIGGER _- ', MAX. 24' O 'C THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE '' ' ' FOOTINGS, SLABS: f'c•2,500 PDI AT 28 DAT D: MAXIMUM SLUMP 3' PLUS OR MINUS COMPLETION POINT REQUIRING SITE J VATI • 24' OIC --J 2x6 LEDGER AT % - --_ -= ----=-� !, BSER ON. kn SOFFIT ATTACHMENT ' z / - PREMANUF TRUSSES 2x.6 BLOCKING 24' O,C �- SLEEVES, OPENINGS CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON Y THE STRUCTURAL DRAWINGS SHALL BE APPROVED- BI THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE ---- --- I� ;-ARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE 7x6 STUDS e !b' O'C \`' (1) SIMPSON H2.5' SPACED CLOSER THAN THREE DIAMETERS ON :ENTER. PROVIDE 3/4' CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLE55 NOTED OTHERWISE W/ , F'L'I"Wb, DEE PLAN ----- 2x6 STUDS 0 to O/C EA. TRUSS. ?� P. 2x NON-BEARING W/ PLl"WD, SEE PLAN -- 2x BSTUD WALLLK'G NAIL TO _ TRUSS W/ 8d 6' O/C REINFORCING STEEL 5HA1_1_ C=ONFORM rO ASTM A6I5, GRADE 60 AND FOR �- - DEFORMED BARS, UNLESS OTHERWISE NOTED REINFORCING STEEL TO BE SE ��TION �� �EC-r GIN g WALL � E�,.•'I ION WELDE7 CONFORM TO A5TM A106. WELDED WIRE FABRIC TO CCNFCRM I - t0 AE AND A185 O SCALE: j%' _ !'-m' �; N. :I, ,� j SCALE .' = i'-©' cJI k(li ,; SCALE I REINFCR(-';ING, STEEL SNA!_L BE DETAILED IN ACCORDANCE WITH ACI 315- LATEST EDITION 'DETAILS AND DETAILING CONCRETE REINFORCEMENT'). 8d b' OIG -- - --� REINFORCING STEEL 5HALL HAVE PROTECTION AS FOLLOWS: L� Q C-4�� 12) 1I®r� 1YP. CONCRETE CAST 46,LIN5T AND PERMANENTLI EXPOSED PREMANUF. TC EARTH CONCRETE EXPCSED TO EARTH AND WEATHER 3' S TRUSSES NO.& THROUGH NO.18 BARS 2 x b FLAT 3rd lavPt r 2' - I.M v _ 1� tMG CW Nt1w s 24. 01C mP POINTS TRUE-,5 - �Ati I K7NTr, pfsCaVEO _ - N05 BAR, W31 OR D31 WIRE AND SMALLER 11/2' THESE ORAIMN:S MTF TM PROPERTY Of -�_ *M RIPPEr CONS'JI_iING ENWERS INT -- GCNCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH AND ARF A R X U % REPRPRMP ----- M ANY MANNER Ctl(,FPi MIH 1M PIIOPEF 2xb FLAT * 32' 01r_ � SLAPS, WALLS AND JCIST5: NO.14 AND NO 18 BARS 11%' NPIttFN PtRMISSON OF t.M. RIPP'ET l NG FNGINIFIIS INC. W/ £1MFI'SON 'ASS' EA END ONSUlI- (2) 16d 32' O/C NCII B4R5 AND SMALLER 3,' DATE BEAMS AND COLUMNS: FI-E NAR*- 1900-k1 ..... PRIMQR� REINFORCEMENT TIES, STIRRUPS ,! 11999-00054 ---------- 104" 1999-00324 - 2x NON-BEARINrs AND SPIRAL 5 I!-;' C�'trT)er r<'vt_..-_--- MEC 1999-00326 STUD WALL 9FEET 11735 Qt1Fl x, I 1 i 11IFTI1 116 5 cel !0 �.uA�L L SE r, ,--/ or- 2 PROJECT Nw _ I WW2 c If this notice appears clearer thsul the JUN 0 2 2000 .. .''>d1951'.�ksiak�"+�rNilYgl'�'pf document, the document is of marginal gtmlity. 1111 cd 111 1111 �IljlI IiIr � 1 F INCH ( MAtK IN CH'AA ,�-- ti It VAIN is _if—.�._ iii `._w- - .- -T- ff- «'' 111 IIII 'II i IIII 1 Iw 1 ill IIII (iiiliiii!illilii i''ililiiii!ilii,illli'I nlll;i':'i' '' I i '1' !' 1' 1 ' I '!:'- 1' "'•1 11'1111 I 1111111 I 1,11 I '111 t111 11111 n n)n 11 I u V III I 11 n II , ' illll llllll�llllllll�.11l11.III!I,,,,III�IIjIIJII,I,,. .,!III,,.I,!l11,,, 1I,,,,, ,,,,,,,,,,,I,n...., . ..,,,,,,,,, „,,,,, �.;,!�!!i!� �illil!II.I!!,II411!!111i1lII!!tjl!I!!!!!,IIII!!i!!.II!11.1111I1 1III,iIII.,,,11111 .,,111111111.. ,11j1„111,1!II,:I „III11111,111„1, 111.,,,,,I,111u111,!!• , , M I 1 2 3 /> 4 _ a C \� +-IOLDCWN SCHEDULE �- a c.7 HD 5B A.B. 0 STUDS EMBED SIMPSON ANCHOR — — ---_- yl HD2A (2) - 2x4 I?' -----59TB16 ^— • HD5A 3/4' (3) - 2x4 I66^ SST520 ¢I` 2 I 6 (3) - 2x4 14' a5TB28 as c� HDBA �' Zy' (3) - 2x4 24' --- SSTB28 J Q 1 I 4i WDIVA �'� �' (3) - 1x4 14' 55TB28— �S'- co I NOT 5: HOLD0JN5 ARE 511-1P50N STRONG TIE ANCHORS � 2x4 STUDS ARE MINIMUM. !NGREt TO 2x6 • 6 WALLS LLS 0 4 ALL BOLTS AND THRE.=.DED RODS TO HAVE STANDARD WAg1-+ERS. STUDS AND HOLDC;,u1N5 ARE TO BE CONTINUOUS MUD I I D SILL AND FOUNDATION WALLS ( 1 HROIJGH FLOOR T T S RUC URE WHERE REQUIRED.) ��.IN � Ii 11 / I I 3 SHEAR UJALL KEY / ;�� I I I i I PLUMBING WALL ---/ i I 11 1 I - .,----WALL - r i 3 !I T T __ oR$1soN --- 1 6 I i i ___� CON RCL/CONSTRUG 1�1 FUTURE TENANT I ;ZHEATHINsj MAT IA '2 LENGTH OF WALL COVERED 9'\� 20, 1,7 3s I DEMISINCs WALL I I , PLYWD CNE SIDE II SI JOINT, SEE DETAIL 1;51 I� I bl II H A ? _ ''2' PLYWD BOTH 51DE5 BY KEY - 1-ATC+4ED LINE 3 = ?• GT F i3D ONE &IPE .- -_._-- r -4�1TtjpNO' F 6 1%2' GY P BD BOTH &DE5 )(P 3(` 02— PLYWOOD - 8d COMMON FIELD - I -/ �51 � I IL rCc el L:PLl, �r � GYPSUNAILINGMBOARD T"b ICAL SCREWS FIELD --•_.._ 4' CONCRETE 5LA5 U,,`i-+ i SPACING SAME AS EDGE, TYPICAL AL `SI I1 •:� • 32' O G OvEIRK -4' ALT gd waLLE30AI11RD NAILS } i I I CRUSHED ROCK BASK ----- — 16 a ibd NAIL$ — 11 (1) 04„ (&'-0' AT I 51 �, . 1�,'•AB. \ f I CEsNI ZR OF 5L AB-, •4,�6 m' AT % - %' A.B. SILL FA5TENER SPACING N INCHE5 f l \ CENTER OF SLAB ;'4 = 3'4 A$- �1 '�•� - ---- - I I --___ ___� 17:_ _Z_-_T� I E-G&IVALENT SOX NAIL It*'AT gHEARWALL TYPICAJ, EQUIVALENT BOX NAI- IL r� I I ICQtrj2N NAIL BC?X NAIL° Se��1��A!L� 1 � NAILS I 6d o b” O/C • 41/2' O/C IEd • 6' OIC • 4' O/C U 'I z 8d 1kv 4' OIC • 3' O/C 166 • 4' OAC • 3' O/C ~ I` 2' _ ., -__ _._. ___ �. _ __ 86 ® 3' O;C • ?' O/C !(pal • 3' O/C; • 1' p/G Hp,1A 1.1J lY - �N� A IV 6 -NOF_ WHERE PANEL.. ARE APPLIED TC 130TH FACIES OF WALL AND NAIL SPACING -� _ _ IS LESS THAN 6' ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE O�gl T TC FAL- ('2 '2 32 I% 32 ''� 32 5� 1%32 ON DIFFERENT FR4MING MEMBERS CR FRAMING SHALL BE 3' NOMINAL OR T�,ICKER -- �_ :NO NAILS ON EAG" SIDE 5HALL BE 5 rAe GERED. O �� lu rn c m PROJEC'i NORTH Q - POUNDATION FL,GN v :i.. Kr'13 I UN SCALE: MECN. UN'T BT OTHERS 08 WOOD SCREWS AT EA, CORNER 4 • 12' O/C, CURB TO BLOCKING GIRDER TRU55, 2x10 BLOCKING AT ____ _ CUt5 LOCATIONS ' SEE PLAN -- -- SLOPE ' '/Fr i- 51MP50N 'L5TA15' Z - • 2'-0' O/C la FRAME ANCHORS MECHANICAL UNIT Bl' W b T OTHERS, (6) LOCATIONS, 10 -O - - FkEMANUF. ���\ W a- n , � � ___ _ / gl AVO LBS MAx - TRUSSES, z ,RAFT STOP, Z U i I 5E E ROOF PLAN 5EE PLAN + U f P.T. 2xI0 LEDGER A LJ/ 5IMP50NOU210 HANGERS Q u- PROVIDE DOUBLE AT LEDGER LOCATION Z \ I I I i— JOIST UNDER UNIT .u•- � 4•- - CURB, T1 P. I I 2KIC 2d' OIC, W1 3 1""IEG�4, WELLSECTION 51MP50N 'U210' HANGER Icce-111 r', 0 � - AT LEDGER, TY P. S2EIR °,GALE: -•�' - I'-@' � z _ I ' ;. �\ ,SRv55 I I 1GTRUgS GIF�.DERi gR 2x BLOCKING AT CURB I I 7RU55 TRU55 LOCATIONS, T1'P, S im -1---1-�- 1 81 AT FUTURE (j) 61 AT FUTURE PREMANUFACTURED DEMISING DEMISING TRIUS5E5 • 24' p,'C IWALL I I ►- ( (WALL I I I I III ( _..lu uj I I T- -+--T+--f'--�- -�--+-ueA H-- _._;. I}--+--+- �•----4-Wd v� 2 x l i C�VER FRAM INC017 , • 24' O/C I` 0C \ + J K t L Q l Nr��., r,P �'� ' I! I.Y. RN•PE r 1"9, ALL OPIM I _— IM SE CVAI111111la:S ARE THE PRO►'ERTI 01 — - - NOT TO Bf RE USED OR REPRODUCED •� __ J _ —_._ TM RIPP�Y CONSULTING ENWER, INC AND A l3 — IN TM R ANY MANWFF E ROPEEY 51 ROOF FRAMING -'LAN KEYNOTES: ONSIxnNG ENGINEERS INC I. VPLYWOOD ROOF 5HEAT"ING WITH 32/16 SPAN RATING. NAIL WITH 8d • 6' O/C PRE1"ANUFACTURED 51 51 , AT PANEL EDGES AND 8d * 12' O/C FIELD NAILING, UNLESS NOTED OTWERW15E. FLE NAME "OP.702 TRU55E5 • 24' O/C 2. PLT WOOD DIAPHRAGM NAILING WITH 8d • 6' O/C, BLOCK ALL PANEL EDGES DRAWN HY !M------. 3 SIMP30N 'CM5T14' 5TRAP WITH (88' 10ci NAILS. L-nCATE STRAP AT CEIi ING i"1iK'D9Y RVT— E_LEVATION. ATTACH TO WALL TOP PLATE t-RIC.,m TO INSTALLATION OF tRUS5E5. Si',X-if~'T I f 1009-11(11154 MWACT NORTH I4I1P 1099-00324 MEC 1999-00326 O "- IR 4 I 1 (I C-i F 1,,,_ 4 N 2 MEDAK 01`1 1CF, cJ, 1K(,R pr '-- 11735 QUEEN I I.I7_AF3ETI1 1)(i 6 01' 9 SGIaLE '-e' 1'-O' OF 2 PROJMT Noll - � 9902 0 r- ,•�o:k t I > yp .ew�r.�•+w4�riw�9",,.+uliror yr+vr�s+,P�"f!f,.�.+.^w+"'nAesp<'rrG..,... .. . .,. - If (Iris Imfice appears Clearer 111:111 the JUN 0 1 2000 dociiinvo, the document is of marginal g11a11ity. IIlIL'1'(1�1�Ii1C(I � � III ! j' I ' lllllllijilil i III�III I !�I ' lllj! Ii 1111j1111 ILII: (Iili Ilcllil I , ii ' i i i I ! i iii I ; li I 1 ! I li '' i I I I I i' I ill i11 i 1 ili {Il i 1i1 I ill ', ill 1 1 'I i Iii I'�f I ' !Ii 1.1 ! I b _' INCH MADE IN CHINA - — t 3— A T t t t� - t i,. I.. I.. I. ... . I I. I.. 1 . Illi) 1111 it Ilii'Iliii 111 1ii11 i i 1 i{11 li{1n II iliiiii{i Ili1 lin Ui li I liill i hod i, �' 111 I'iii I! I illlll' Ii11111 lillll 1 III 11 1111111 I 111111 NII I 111,11111)U u 1111 1111 III 1t; I 111'11111 i[�IIIIIIIIIIII,,IIIII III 1lLi1 1111 IIIIl1,1111l, .!1,1.11! 1ili.- ,1 l.....,,,i.. .,.,.,II, .,I....,,,,..III.I,..,,I,I......lii hill., I... .I .II.IIIi111,.....Il,..,,.,1lI.,, ,,II.I...l„IIiiNlllili:IIIiiI,1::.IJ{1111.,. ,{IIII�IIJIIIIII. ,;Ni111,1111,111111111111�,1111111�.1,,, I .I 1 IEV Tri GRAPHIC SCALE �`..� 20 0 10 20 +o -vim S J y ` "l ------ — �'' i Q�� : L�E l M�N T'E J q n G V P --1--{� Ii(I M'�ET ) STEEL—PLATT, CATCHBASINS SHALL NOT BE LESS THAN 10 �- �/ ca ,-RnWp� r ti '� \ \� I inch 20 ft GAUGE NTH WELDED SEAMS WITH St.EEVES ATTACHED FOR Q 1 2 • ` �% ` �- � CONNECTING THE S'ORM DRAIN LINES. ' �� IE 4 T I C CATCHBASINS MADE OF CAST IROid SHALL HAVE A WALL. C r k /IV I ►l THICKNESS OF NOT LESS THAN 1/4' WITH SLEEVES ATTACHED CITY 6 0000, FOR CONNECTING THE ST ( - ORM DRAIN LINES. / ' STEEL CATCHBASINS SHALL 13F ASPHALT COATED INSIDE & Ot'i � / \ �r',•I ^' ,'t f`o ►/C c r7 E ^ `• / A r_I r"tr ! CONCRETE CATCHBASINS SHALL HAVE A WALL THICKOF NESS 4" DWI, til Q _ t� 0000' • /' & 9E REINFORCED WITH /4 BARS 0 6" 0 C � ' RIN 'E ) - "-� r r� PHIL L IP _ 1 Tr_ /r ,, • RIM ELEVA • EXISTING BUILDING �i SEE PLAN TION or �' �tiCf c '3 yr~ SEX SAN MIN rj T- T C 15C tUQ�.1( �¢ r� 4 / s My 1ai1.73 CATCHBASINS ARE TO BE Po O 1� tIGdO \ INVERT OUT _ 6` PREFABRICATED OR POURED cn TT -.� �- 1171 SEE PLAN FOR IN PLACE. ( r r CQ ` SIZI: k ELEVATION-- f (-` Poo-vc IN`•1 r 5 ti Lam._ OIL TRAP (rte -'1 Lt �E,i�t IA MF I I U � ' T Q Q) r t NTH CLEANOUT T , I ` E(r1 T ,O a ! _j � � 24' _ t� -R ri-iLOIN, . Y ATCHBSIN DE iAIL " v " , I cr "0 CONNECT EX. 4`NEW BEX E R.URB To / 'Z 3 P i / LATERALS To R DRAIN S Y5 TEM. £MOVED t,.` i 1 N PAVED ARE E f� K I N G � R I Ct iAp I j - _c 'r ! ��F`• 11 \ rx. SA/v C / / / N ► - P11111.1- 1111,92 - .`-+� ��' L EANC?U T 8 !r w 'K --— ---- —— I S C N E h I // .�/ i� \\ FX H-7/RANTT/►yM r [� lE ,IA,a t 4 /� --EX. rANI TAR Y Sf;R NCl 'i •�aMEN T FENCE � ' _._. (f7ELD VERIFY EXIS TF NCE (TYPICAL) S TRUr T _­_� �7 fterlEt IA,E•Al .I.l VICINITY MAP e� �•� / STANDARD (�GI� �� NOtt, f I u Af at:rr.tc0 AND LOCATION 0�' S�Er?V)CE) 3Q0' i� C:cA•lout try:tAl1A•torts ARE � i� ::«IT T tG, 0 EAHrrCaT AREAS C.^•• � DOWNStpOUT' � 1\\ /• • � �•r er A1,ortC on A � i r77Dd� i �� (TYPICAL) e ® rcrt•ItEAar r+Ast1 N �\ NEW BUILDING TO CONNfCI t�1.• / ��' T2S RJW SEC 10 T.L. 1u4 TO EXIS 77NG SANI TAR Y SER NCE s, � C As ION �,s,�.y C �^t 11725 SW QUEEN ` 1E2. 3 250 f\ -10C � �� Sw AC {' �1 re•'t •nC COrt• -� �Kwt r.[MICAtEp rrt r....� t► •E• �••Y:T•a ,. ON 67D•"" rc• KING Cr n; OR 97?24 EX. 10 V J .� � ( ?� f. ANONp «A,"t•i IIr1D TAP a, A"�et•"KMl{�pf♦w STO�tM \ .•„•�� WA's( opIr 1 •D[• T«Ati rt)". r µ:,r1.. rr. ESMT ^\ •TA KY stOr � \\. �Q �' ROQr DRAW- ! G� _,�� .` , AY.i rtS r o'.Us tp rte'' G s-n 0" MW '. ;i . � -T I is ORSFELD T / \ � OCp�Gt P� ���,�� �,'' r MWAL) �/ t _ «,� kDYo« a stnrrt HOWARD �W ROYALTY PKWY LINE STA \ 300' i.l�" + � PLAN aa. I«sq.r Yi Tw 0+96. fF �E [[O 0�1C (� AaT,•.pis:rr\��. ':, . �•. -- stop «Atw T.E,,Ew sq.r KING CITY, OR 972?4 RIM 7B1.S6 \\ ` � 1 ��1�rGr ` �[]SLt� Snf �T' / 4•M••vr —" � `. b��' D• LATE*,A 0. Or 7". 0 12` IF /N 177 l: a1 (}� 4,0 RIM 18i 4 — EertD.r air£ .,� y0t •.IwrEO u«ITE •"�af.Yr[fY 12' 1£ OUT 176 Be t �/ PFPµita 1 4 F E �A / EX. 41" IE 17 4 I s•rs I I COLAMfTTL� CONSTRUC110N "• -1•!w0 I J990 GAl.BR£ATH UR. E3v� 1 f�• r P �� NEW 6" IE / 176`78 .I sU•rAt[ E•r(NC •• IEA• SHF.RWOOD. OR 97140 6 IE /N 177 L-48 E�' i � �. t[ rlbl •• I ABANDONED \ {.;:. d STORM LINO 30" /�/ / I • r ( /I s ----• -��.��' "":-•� ,._- (509) 625-1625 AVAQGdTO BE' REMOVED) / - �� f• v - LNE STA v+74.,,y i /' ---,,. . ,„___ «Iw,•V„ 110.! rag RIM 181 32 �,�`� �tl(� `"� "- f• plot c CIO, r1).; 12 I£ 1N 176.74 Q / ' • ooMESTI�' WA 'I•E o.arc. r '- lE OUT 176.54 TO bE EL OCA TED (/ SER I110E AND / "AsNE 1;c T APE i K( i ,• METER ���1E � D•ttr w,C. ,t•,t•s J -1�•Ylct rowat-100, i �s 1r01N. frY[• R1:IC �f-a. I ', T,A•rre. allEE T INDEX / I -- - 1'O B REL JC ' �r b. ENCLOSURE �ooro0 C.� A / t om• \ f- E AFfD I •1,,,. • TRASH ,. —� 1. UTILITY PLAN AND EROSION CONTROL K ?77 eye '� TORE' O EX 7s'� '�• � �� .� . , .A y .J,�'-•-•°�r ,,.. D •,•r 20A1E ""101-L2. : DRAIN RELOCATION TION STORM / EX. N 'r r ` . 4� £SMT �� � Bl(?-f7L rER BAG YDRAN 'y. - i'—_-' - ..<_� `__- � `��Do�s' GRAWL. \ ow-INLET PROTECT! i� Co. ZOO,"V, VC,VIDE C' C 6LLQN K•l tv,A1EC f @CT•D. Or [ SEDIMENT FENCE \\ 1N� ( 61W[ j TYPrL'AL) � � �� (i• aK SERVICE unified Lw2J.00 I t X. CURB T 1' �r «C E. O,CK•r t•c"1r E"IrI ;DKK r •r• �'• 9 ✓-00927 1e063 REMAIN D a�' 1t Yrr 1Ec•I0M AN,: ,E• "40 Ir r r LATERAL Sewe:-age Sanitary I OrtA111N0 NO• 290-sT agency Sewer and Private . I "Tu ew.+.,.,•N UfA PCvo rr[ Storm Drain: STANDARD CLEAN ` =. unified °1yj~•0P0' ^0' '" RIM 180 44 I Pipe shall he PVC sewer pipe Conforming.. to AS I M D-3034-SDR 35. OUT se r2' r£ rwr r77 35 Uff; werrage t 1 Where the sanitary sewer latr,als sue within 5 fret of the buildings, Uniforms "o ?7o-sT agency Al2M Ile-e'` r£ /N 177 Jo r'lurnhing Code requirements for pipe tylx shall appiv. 'rhe contractor has 47TORM DRAIN FLOWS TO CONSTRUCT !hc option of using sewer pipe types acceptahlc under the UPC for the STANDARD CURB E 1�TQ £X entire 4-Q- " PIPE AND OU1fPRO 12` STORM LANA length of the huildir:f; service lateral (froi)i the connection to the existing IN 1� GREENB£L T APPROX� IE 175.21 i .385 TO THt SOUTH of \• 41 �iNE lateral to the building). r).F _S/Tr \EjaR� / KIM ' IE 3. Sto1rn drain i Shall be 1 Vii conforming to ASTM 30341), or approved EX I2• I£ IN 174.6) pipe I'Vii" EX 42' /£ 172.7) equal. Within 5 feet of a building, drain pipe shall he ABS piping or oth.•r type of•piping conforming to the tfr;fo rnl I'lulnbing (.'ode. p p g 4. Backfill for file drninage pipe shall conform to Class 'A' in unpaved areas, and Class 'B' in paved areas, as noted ")n the detail sheet of these plans. 5. Carchbasins may be prefabricated catchbasins or poured in place. All catchhasins are Io have trap and siphon type outlets. KmR lira(1(Lcr, )q 01 t 7.1 t.Mt � ✓t V �, Yu. of u1C0 frtDlTt rlKr r------- r••- — 'i J J u •w . w; 0 t 1(i TV I•OAK MAD V G 0. O V t wNASIAID or Dt VEIDrKN• -_�✓ 1 /\ - N ,• rA• 104 ab,pAT r 01 a b >l - s ~r YYY J '� as aaTaa as Ytt •a V • -..�- Y - CATCH _BASIN AREA ORA IN J N•1 ewATIOK AwT I • � r ; a 4 W w —' w •� _ !..(-iI� � 7•r moi.. W I � o J grits�te � { ' Z r z qIn ~~ u u I, r \ ,fir, rf✓+s /` "stir' - ,•.r v,.•..w•r<a•:a ��!��•• Z \ arf tt,rM fU7R VqM f _ W 1 11 I CD -- FLOW IDV /nZ,r.• O s-...- W hTpl MrriF W N a -! a 1- alTIeq , i U• , fiLo -• lIlY1 /I 9 N K ' �e t - �-- . p SECTION A-A .9 1 �. t rArw...t/N•r(lOt fT•Iw rA•M rtr 7 ra Ir" r w-.wr t APW ^ f - A C7 .fir Ha.PT'c i DITCH INLET ' �-""T'�• .a•n WWI or...Y.ran•,Myj•...•wA.nc tit - _—_ Nr 3/4' TO 2' — W.04TT31 METER SETTING TECHNICAL GUIOANCE HANOBOOR Sediment Fence 8IofIIte►r Begs DETAL TECHNICAL GUfOANCF HANDBOOK Dotei I Drawing 3-2 Temporary rat(l. I Detsl I Drawing 3-70 trAr 1192 t oA, aA.rw.cr °�..�a• ,rr.wra neT 11 I I()()9-UI111'� I �w,rrcTew,e•A►wrn ea..�wr •.•a .,°. `- •— •al`v«C ••••,.rl+1 ere fit II) 1999-00 1 MI ( 199O_oo,, ,0 MI I)AK ( )I 1 I( I; 1171~ (11 '1 I N I.fl.,Am III P67of' () v " Y If this notice appears clearer titan flit- JUN Q 2000 'a c" document, the Ilocuntenl is of roar inal t ualilY. • 2 I I111c rE11IIIl1L"tl I _IIIILLLIIII111ii, I �l� lili► i I�lil�lll�l�( ' I!!li � iilll!lliil1Iil�,lilllliil; Il►il, ; ii``l I' l i i I iI j Iltl f ' til { I ! iii INCH �MADEIN CHINA 1 I ( l l IIII II) ilii VIII I{{rl! i II III I �II{ I1 I i i l i pp L ; l�Ii�TTTI m t ern t S j— 1 t --- d T _ t T•_ _ III II IIIililllllllllll IIIIIIIIIlI1111) II Ili,l sill II i ililii Illilil i 'illl'li .........l li'} hill i}iii Oil I t'i it h II' Iililll 1 U 11 I 1 11 'J:'t'I' I""I T}tl n l llTT l T tl 1} r Itll itt ilii rTrl n r III TI ZI� INS III I I I II Ill Till,,. Illi rlTl I.,. .III..,.!•,I•II...,I...,}..............L.I..,...,ll.. .{IIILIIII,...IIIh.III III••...,11,.,.,,.1111•!...Il.lrlllrrllrlohiltt.,111111 • I,IIIr,, .,}IILI}IIIIIIIr:! ,11111 Itlhllr Irfl{1„IIIIIIIIifTlrf„!. ilE1/ITID ,iY ;r usieett Control: Sediment Fence: Storm Drains: lurnntary. I The filter fabric shai; be purchased in a continuous roll cut to tilt length of I . 'I-waive inch storm drainpipe shall be AS-1•M D-3034 PVC pipe. Watertight I The intent of tttr requiremen! is to prevent siltaUc►n from reaching storm the barrier to avoid use Uf jUlrltS When joints are necessary, filter cloth shall baskets are required on all pipe types. (1KAP�iIC SCALE drain systems and drainage ways. o e to so .O The minimum measures need to be made on all projects. P.be spliced together only at a support post, with a minimum 6 inch overly 2. Manhole hale .;hall he poured in place concrete, with concrete having a and both ends securely fastened to the post. minimum comp,essive strength of 3000 psi. Manhole risers and tops shali be a) A gravel pad, at (cast 50 fent long, is required where vehicles will leave 2 The filter fabric fence shall h>< installed u follow the contours, where P compressive strength of 4000 psi. •Taps the construction site. ► recast sections with a minimum corn r - ( IN rrENT ) b) A sediment barrier is to be constructed of straw hales or a sediment fence feasible. -i'hen fence posts shall he spaced a maximum of six feet apart and shall he eccentric ^ones except where insufficient headrtK)m iequires flat tops. I Inch 10 ft adriven securely into the ground a mirumun{ of 18 inches. 3. (iranular backfill ,s to be compacted to 95% maximum dry density' per area. -1 noted in the (Retails or where sedim:�nt will cross outside the work 3 A trench shall he excavated, roughly 6 inches wide by 6 inches dee- , AASHTO T 99 test method and native material shall be ccnmpacted to 85% of r_._..�.•.._. r� c) Where excavated material is placed on hard surfaces (such as streets) upslope and adjacent to the wood post It, allow the filter fabric to be buried. in place dry density of surrounding soil. material must be broomed or scraped clean as soon as possible. Bury the Nmom of the fabric 6" vertically below finished grade All areas of" 4 All inaterial, installation, tests and inspections to be made in strict accordiince T� d) Riprap exits from all culverts and storm drain pipes draining into the filter fabric trench shall be compacted. w{Ih Washington County Department of land Use and I ransportatiun V ditches 4 The filter fahric shall he installed with stitched iciops over fence posts. The Standards and Coles and the Unified Sewl�rage Agency construction elsewherree inn the il es Riprap is to be Class 50 riprap or larger or as noted fence post shall he constructed of 2" x 2" fir, pine, or steel. The fence post standards and requirements. '� C ) e plans. must be a minimum of 48" long. The filter fabric shall not be stapled or e) Reseed or cover disturbed areas as soon as is possible mid practical but no attached to existing trees. ( later than the completion of construction on the other phases of work, 5. Sediment fences Erosion control measures such as hay bales and silt fences mast remain in nc s shall he removed when they have served their useful growth substantial to prevent erosiurl• purpose, but not before the upslc►pe arca has been pernnanently stnbiliud. place until seeded areas show (r.,. 6 Sediment fences shall be inspected by applicanticon'ractur immediately after �y (;encral: each rainfall, and at least daily during pro!onged rainfall Any required .� repairs shall he made imntedlatel '. 1. Approval of this erosion control (ESC) plan does not constitute an approve' y "13 of permanent road or drainage design (e.g. size and location of roads, piles, � O rr.ti-trictors, charnels, reterntion facilities, utilities, etc.). �� "� G ?. -I'he implcme.ntation of these ESC' plans and the construction, maintenance, •� �, ) replacement, and upgrading of these ESC facilities is the responsibility of fi..t,.� L ')T �` the applicant/contractor until all corstruction is completed and approved, and vegetation of landscaping is established. � `(' 3. 'I•he ESC' facilities on this pian must be constructed in conjunction with all LAJ � clearing and grading activities, arid in such a manner as to ensure that sediment laden water does not enter the drainage system or violate J Ex. SAN cLFANGY/T applicable water standards. tj d 4. The ESC: facilities shown on this plan are the miniriiwn requirements !hr _ - , - 0•a y anticipated site conditions. During the construction period, these ESC Notts. - ~�� facilities shall he upgraded as needed for unexpected storm events and to - '•ANHOLc a+7011 To C&0,31111" ,!I �- ,:T,. A,TN c .nt w� ensure that sediment laden water does not leave the site. A�I»G o,� et RUBBER GASKET _ \ Ct ASS "B"' FLAT TOP O Tile ESC facilities shall be inspected daily by the applicanticontractor and CLASS A ,sKR o•s.c, ,0,,,. , co•rr r" „trN "s�" : i OP T i ONAL 1 O O N,O .-c•s •ta tae o- •; •_ \ a rnaintainrd as necessary to ensure their contint:r.d functioning. ".its uvc• o iwN S A 1+46.43 0 111e 1'.SC� facilities on Inactive sites shall be Inspected and maintained a r s-s"•'i SCSI."" t•• � [sues "I,w NAtk•tA, \ I �. •s s•t:=r,C / ovt• ••t K.. to -,raw -• _ O OI 1 O O minimum of once a month, or within ?4 hours following a storm event. l =a el1hlN[«t j-, o 0 7 At no time shall more than one fact of Sediment tx allowed to accumulate i \ Ex. M within a trapped catch basin. All catch basins and conveyance lines shall he STORM - �£SINT Glen ned prior to paving "The cleaning operation shat t s f`. t o O O \ p h g peratio Ino flush sediment l ,� �� ��/ \ laden water into the downstream system. I --- o �/ �`• K. Stabilized constniction entrances sha!I be installed at the beginning of ::r.•,a: t•rc:,=..Nle �' f R S •, Z•••- `: sY••l� "--- ',Y•ir, lY1t«'_ Al',d ter;t•q r.• STORM ' construction and maintained file the duration cif the project. Additional t _ i•,,-c -•It• •Y-- - s measures rnay be required to ensure that all paved areas are kept clean for the -- ? . •��• �•w-�. = T _ - duration of the project. �`� �►'s.c�c"' ---.__ \ ,--EX SAN;TAR Y SER NCE (no-D WRIF)' EXISTENCE Seeding/Slulching: {{{((( •- \ AND LOCAT 0H OF SERVICE) 1 All areas disturbed during construction to he graded to drain and compacted -r- - =�- �� :'." • -- -f � •� to a minimum of 90% of AASHTU T-99 immediately after installation of I .••... + ' \ qG utilities or grading. I . ' •i•l o --- I __._._l� _�_ _ f - Cf 2. Recommended Seed Mixture: RVIe ELKA Dwarf Perennial Ryegrass and u y' ' r s• I �..J ' � • /�{/.,� ''� � 0/O Creeping Red Fescue, by weight. Application Rate shall he 100 paw.;s (: ,�'rp°pt�_ - ��� minimum per acre. lc.. a ; ` `�� \` '00t*tyr 3. Fert�liur shall be 12-16-9 with 50°ro of the nitrogen derived from l;f ;A i-- 0 FORMAL.DEHYDI-, NInd applied at a rate of 400 pounds per acre. :4!. � I zT• � f� ( ,� ��4 4. Seed and mulch at a rate of 2000 lbs/Ac with heavy bonding agent or nettilip, � � •='t = c �-s •• •o. •tom ,«•, ,s. an WAwn &Mo ad • •:•c •,.s t• - =o• i,.( ac .int• - Y LINE S A 0+968A / fip� 00- and anchors. Mulch shall be a wood cellulose fiber or other material suitable ._ P NOrtsl �1 cpGil,C for hydrornulchlnK SUkMAN TT•t Not TOR UK iN TRAPPIc AaAe OF co►�tcTOAe W AND ARTtRIAL tTR911S. % S. Temporary or Permanent Hy'drosccding or acceptable seeding and mulching ,. C"R A"O VSAW SMALL K OR- [AS' IRON AST" A_&$ CLASS 30. 3. r,Ora ANO rRArt TO K m"c-o 4c r. .C . ••,.,t MARINO ALL AROUND �y .;�• � • � 64rtt must be provided whenever perennial cover cannot he established on Si(CS ----' - a. NOTCH LID rpR LI►Tr+w .�* which will he ex _ _ �� posed for 6(► day's or more. TRENCH BACKFILL �. unif ied LiNE A 0+74.78 ', �� s sewarage unified SUBURBAN AND STANCARD utEFsd DETAILS ,�► agency FLAT TOP MANHOLE off; �ir�i aevweras)e MANHOLE FRAME AND COVER u "' � sewerage •._•_ ORAVIMG M). ll-V CNS - _ - alAWIW, Ne. 120-ST �,,` � _____ onavr�ti wo, use-st agency agency PROPOSED BUILDING - _ _ SS / 4560 SO FT. 184 --__--- ___�_�_ __..._ _. __ . -- _ _ __ --- _- -- - -- 4 -- --_ -- - ------ - 18 TO REL OCA TED � 1 CLASS "A" NATIVE BACKFILL APPROX. BOTTOM I ' 4 705' OF F0077NG ELEV. 190,5 EASEMENT ARE 1�b TCI B£ VACATED _-- __ ._ . -•- --...___._ _-,.___.._ _ \ E.XIS TING To � :33.96 MOO= =0 UN 7A a� 0 E I % I I UN STA 0+74 , I INC STA 0+67 73 ! / RIM 181.32 �� RIM 161.56 EX. 1? IE 177.95 1�0 _-._.__ - _ __- -._.____.-_-. F.'!II 1&1.176 ----- _-. 12" IE iIV 17&74 1?" 1E IN 177.c19 UP) Ex. 12- IE w 176.30 I I 12" IE OUT 176.54 Tr IE OUT 176.bV r Ex. 12' IC OU r 170.36 LINE .s TA 0•J on I I \ R1At1 180' /C , �h 1?" l£ IN 174.6,3 - + (:5/ Ex. 42" JE 172.73 / 12' PVC EX. iS'. \ r• " ( � ' - 1.�S70T 50.0134 \ /� EX r?' pvC L ??.10' S•0.0063 \ 176 -T,76 I - -- --- -- S p 0233 12' PVC L-7.05' S•�0.0253 W rr�a,1 ` z 172 __ __ _ _ _ 172 S LOM_•1.11YC._A Jam/ 1� 1z 11111101111111 I&AL11 � - smr �Z to-10, / ac1J PpOr41, DATK JULY 1999 SCALE lee ....-_..--..__�_.. ___._.._._-._.-_._..��_-�_._-.�-.._-_•_ _ _-_--_-_--_•_-.. ... _._...___ _-,_.___... _.-__. .._ _ .__..... ....... ....._...._ _...___..--.-__. .__-__.._._.r._-__....._.- _f 1 - % 0+00 1+00 � C�''46 �d�. MA IAM I 1099-00054 %1 II' 1999-IIII1?4 14 � T till.( 7()99-0(13 ('. �� $ J S1 iWl.11l\h l/1'hll 1'. //' i f 11735 01 ll?FN t 3 '; I I I/A131:fl l P6 8 of 9 C2 (IF 2 �1 S ' r _ � �:.: o.„ ��• „�'.�•.6'�c,'+ k,�. /M .. .. .. ..... _. _ .. .... �' ,[ ti d �- V.ori.r '�l �rnn•.r,.�•+Y•�.!nt•"W��n• >•wre•n.w++.Men+ er".... If Illi notice appeal's clear(•i. 111:111 till• JUN 0 2 2000 docunicnl, the document is of nlal-ional (im,1il7. 1111(101 dined : � I� � il� lil � , � l ;i ; l ► �III! i III�I� I III(1 lr ����� llll � �l,�lll ! �I ; � i, li �i, Ili , , . , 'li{ I I I i dill l f l j l i 'i I l i l i i l ! l�I)f l ill ' I '!IIII iili �l I�IIIII �'' � INCH ' MA IN DOM ; •t �2 �-13-- -- cin f IIII I I I I I I I. t , I i. I. i' . ! I I I Illi II .{II IIIIIIIIlI IIIiI�IIIIIIIIiI !! 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