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14600 SW 72ND AVENUE-5 J r, 4; .. ►1 1kar'y'/ y� •• P%', ' 4 ,)` 11� i,!. 'M .f) .+..t'1►1:V1cl!'l"lriN}'i.. 1 I1 i11. 1•, { <rt .ill•� { - .i. f" w Y P It- p1 r •11 1 fy • (0"'� no IMPAN ZT w y IF O)i? Ll 13 rr ICU," 6a w n 72- �--�� ( / N%,— f L • �.+�" , Irl� II ,� . G A R D 0 R E G 0 N CITY OF TIGARD �� •;? ��►:. �, ' roved...... ............................r... • • � ��► ----•� , - APP �llu Apprcved...... . ...... .. [ 1 sa 'fV ,a' I UM'�Q r'1 Condition4 , ,4..q For only the work as des;crib • PERMIT NO-�. -.. ......[ • See Letter to'. Follow*h,•.•••'• �� �n� ��• Q�77�� (\ :x- tt ois 5 .. .., � b , h Job A ss: b Date' l' u B D PA C KA C7E NO . ONE CREDITS By'_ © 'i�� VICINITY MAP OWNERS ARCHITECTT E W 0 R K PA CKA GE —• --------------- -- --'—___.. - ROGERS MACHINERY CO., INC. DAVID HICKMAN ASSOCIATE ARCHITECT �► 1� �► 14600 S.W. 724h AVENUE 700 N. HAYDEN ISLAND DR. �l ► ` ', PORTLAND, OREGON 97224-7943 ' PORTLAND. OR. 97217 BRANCH MGR DAVID GORDON ` TRENT PREMORE, PROJECT MGR y r (503) 639-6151 (503) 285-226e PAX, (503) 639►-1844 FAX, (503) 285-4382 ZGNiNG INFORMATION -ARCHITECTURAL DRAWING ELECTRICAL DRAW( GENERAL CONTRACTOR STRUCTURAL ENt�1i`,IEER • �: Q C GS S.D. DEACON BERRY-NORDLING ENGINEERS, INC. EAC 3607 S.W. CORBETT AVENUE �' r ZONING: CITY 01= TIG<1RD, I-L LIGHT INDUSTRIAL Al.l ARONIrEGTURAL SITE PLAN 6443 S.W. BEAVERTQN-RII_LaOA�.E i°IWYua ELI 3111~ ELECTRICAL PLAN PORTLAND, OREGON 97201 SUITE x432 A2.1 SITE DETAILS AND GENERAL NOTES E2.1 ELECTRICAL DETAILS, P.O. BOX 25392 (503) 227-7783e� "` BUILDING CODE DATA UPPER LEVEL FLOOR PLAN PORTLAND, OREGON 97225 (FAX, (503) 227-7784 N. , (REFERENCE DRAWING ONLY) CON ACT, BILL BERRY Sm ►1 ` OCCUPANCY: (UBC) F1 PROJECT MGR PATRICK T. M�I�IOIVEY CONSTRUCTION TYPE: t110 FULLY SPRINKLED LOWER LEVEL FLOOR PLAN (.5903) 297-8791 � y (REFERENCE DRAWING ONLY) FAX- (503) 297--8997 or ` BU!LD!NC,a ELEVATIONS K (REFERENCE DRAWING ONLY) � , • * .:y SITE INFORMATION MECHANICAL ENGINEER ELECTRICAL ENGINEER R SITE AREA: 113, 926 S.F. M.IF.I.A., INC. M.F.I.A., INC. M 2007 S.E. ASH STREET 2007 S.E. ASH STREET v LAND3GAPE AREA: 24,k�00 5F. (21 PERCENT) CML DRAWINGS LANDSCAPE PORTLAND OREGON 97214 PORTLAND, ORE 1 �"' �' i ! PORTLAND, OREGON fl r 2 4 � � �, LANDSCAPE AREA (FUTURE PHASEh 20,200 5F. JOHN VAN BLADEREN, PROJECT MGR GREG HEWITT, PROJECT MANAGER �, '� � a (IT PERCENT) Gl GRADING PLAN LLI PLANTING PLAN 1503) 234-0548 (5031 234-0548 IMPERVIOUS AREA- '19,193 SF. (TPS PERCENT) G2 UTILITY PLAN (REFERENCE DRAWING ONLY) r1Y"PEaVIOU AREA (FUTURE PHASE) 92,1oo S.F. PAX, (503) 234-0677 I=AX4 (503) 2.34-06177 C3 DETAILS L1.2 311E DETAILS � 1'li►►l (81 IDERCENT) C4 DETAILS (REFEF�NCE DRAWING ONLY) �, Ly PARKING SPACES: 100 CARS EC-1 EROSION CONTROL FLAN CIVIL ENGINEER LANDSjCAPE ARCHITECT F 4RKING SPACES (FUTURE PHASEh 112 CARS BERRY-NORDLING ENGINEERS, INC. J.D. WALS�� � ASSOCIATES P.S. ' (12 � '1 T1 TOPOGRAPHIC PLAN 3807 S.W. CORBETT AVENUE ! sv (REFERENCE DRAWING ONLY) 1924 (BROADWAY STREET ` a � { ' PROPOSED BUILDING AREA: 29,589 S.F. Y';v�TLAND, OREGON 9720`1 VANCOUVER, WASHINGTONi 98663-3380 „ a PROPOSED FUTURE PHASE ISUILDING: 12.00019F. (503) 227-7783 CONTACT- RODNEY WOJTANIK FAX- (503) 227-7784 (360) 686-9890 CONTACT- BOB WELLS FAX- (360) 698-4501 ,p A ��rL � �I � f� T�Of� Uo" T ® AT CAB. CABWET DS. DOWNSPOUT r 1 GRD. GRAD; MAT. MATERIAL R.O. ROUGH OPENING T.O.C. TOP OF CONCRETE A.B. ANCHOR BOLT CER. CFRAMIC D.F. DOLIGI_AS FIR GYP, GYPSUM MAX. MAXIMUM SCHE:D. SCHEDULE T.O.F. TOP OF FRAMING ACOU"';T• ACOUSTIC,'ACOUSTCAL CHARS. CHARACTERS EA. EACH G.B. GYPSUM BOARD M.D.O. MEDIUM DENSITY OVERLAID SECT. SECTION T.O.M. TOP OF MASONRY ADJ. ADJACENT CENTER LINE ELECT. ELECTRIC/ELECTRICAL G.L. CI,U—LAM MECH. MECHANICAL SH'I. SHEET T.O.P. TOP OF PARAPET AGG. AGGREGATE CLG. CFILING EL./ELFV• ELEVATION/ELEVATOR HC/HCAP. HANDICAPPED MEMB. MEMBRANE SHT'G. SHEATHING T.P. TOILET PAPER 1`' ALT. ALTERNATE CLR. CLEAR EQUIP. EQUIPMENT H.C. HOLLOW CORF MEZZ. MEZ7ANINE SQ. SQUARE T.P.D. TOILET PAPER DISPENSER 4 ALUM. ALUMINIIM COL. COLUMN FO. EQUAL HDR. HEADER MH. MANHOLE SQ. FT. SQUARE FEET T.S. TUBE STEEL !� aNOD. ANODIZE[) CON(,. CONCRETE EXIST. EXISTING HD. HEAD MIN. MINIMUM SIM. SIMILAR T.0.w• TOP OF ',WALL_ APP. APPLICATIONS COND. CONDITION EXP. EXPANSION HEX. HEXAGONAL_ MOD. MODIFIED SPEC. SPECIFICA7,10N UG. UNDERGROUND Y t APPROX. APPROXIMATE/APPROXIMATELY CONN. CONNECTION EXTING• EXTINGUISH/FXTINGUISHER H.C•M.U. HOLLOW CLAY MASONRY UNIT MTL. METAL STD. STANDARD U.B.C. UNIFORM BUILDING CODE ARCH. ARCHITECTURAL CONST. CONSTRUCTION EXT. EXTERIOR HORIZ. HORIZONTAL NOM. NOMINAL STI_. STEEL U.O.N. UNLESS OTHERWISE NOTED ASPH. ASPHALT 107 T. CONTINUOUS E.F.S. EMERGENCY ELECTRICAL SYSTEM HR. HOAR NO. NUM3FR STnR. STORAGE VEN. VENEER AUTO. AUTOMATIC CORR. CORRID-,R E.J. EXPANSION JOINT HT. HEIGHT N.I.C. NOT IN CONTRACT ISTRUCT• STRUCTURAL VERT, VERTICAL AUX. AI)XILIARY CU. CUBIC L.W. EACH WAY H.B. HOSE BIBB OPG. OPENING SUSP. SUSPENDED V.C.T. VINYL COMPOSITION TILE �m A.F.F. ABOVE FINISHED FLOOR C.F•M. CUBIC FEET PER MINUTE FDTN. FOUNDATION H.M. HOLLOW METAL OPP. OPPOSITE SYS. SYSTEM W/ WITH A.N.S.I. AMERICAN HATIONAL STANDARDS INSTITUTE C.I. CAST IRON FIN. FINISH H.V.A.C. HEATING VENTILATING do AIR CONDITIONING 0.C. ON CENTER S. do S. STAIN do SEAL WD. WOOD BO. BOARD C.J. CONTROL JOINT F1XT. FIXTURE IN. INCH PERF. PF_RFORATFD S. do V. STAIN do VARNISH WIN. WINDOW BIT. BITUMEN C.M.U. CONCRETE MASONRY UNIT FL. FLOOR INSUL. INSULATION PL.YW'D. PLYWOOD S. C. SAW CUT/SOLID CORE WP WATERPROOF BLDG. BUILDING C.R. COLD ROLLED FT. FOOT INT. INTERIOR P,B. PARTICLE BOARD S.D. SOAP DISPENSER WT. WEIGHT ' BL-K. OR BLK'G BLOCKING ♦ /DIA. DIAMLTER FTG. FOOTING JT. JOINT IP PROPERTY LINE/PLATE S.M. SHEET N'ETAL W WIpTy.1 ='�r BM. HE-AM DBL. DOUaLE F.E.C. FIRE EXTINGUISWFR CABINET JST. JOIST P.T. PRESSURE TREATED S.S. STAINLESS STEEL W.C. WATER CLOSET BOT. BOTTOM DEPT. DEPARTMENT F.O.F. FACE OF FINISH KIT. KITCHEN P.T.D. PAPER TOWEL DISPENSER TEMP. TEMPERED W.F. WIDE FLANGE HSM T. BASFMLrjT DIM. DIMENSION F.O.S. FACE OF STUD LAM. LAMINATED REINF. REINFORCED/REINFORCING THK. THICK 8TWN. BE:TWEFN DISE'. DISPFNSER GALV. GALVANIZED BUR. f�Ull T--UP ROOFING DN. DO1hRJ GA. GAUGE LAV. LAVATORY REQ. REQUIRED TYF. TYPICAL B.C. BOTTOM OF CURB DR. DOOR GEN. GENERAL t-rG. LIGHTING REV. REVERSE T dt G TONGUE do r,ROGW/E LT. LINT RM. ROOM T.C. TOP OF CURB B.U. BY OWNER DWG. DRAWING G.I• GALVANIZED IRON MANUF./MFR. MANUFACTURER R. RADIUS T.C.I. TILE COUNCIL INSTITUTE B.O.L. BOTTOM OF (_INTEL D'rL. DETAIL GL. GLASS MAS. MASONRY R.D RAIN DRAIN/ROOF DRAIN T.J. TROWEL JOINT/TOOL JOI'jT 11' 14600 SW 72nd Ave SIT 96-0037 1or10 '.. . .. � eiSr•"iv't"ts'+"htrr�•tfrl• ': i jHr'�ir�,';,•y'n-.y,., 1,�':,x�rn :��*r:* c.1�k�� e• r IF THIS NOTICE APPEARS CLEARER THAN THF. OCT 910 AV c -1 r:: 1A L C(�v;_ I ROGERS MACn NLtRY DOCUMENT,THE DOCUMENT IS OF MARGINAL QUAL17 X. W MIICROFILMED �Ill�llllll III{Ili�l�l�l I�I�I�i�l{ISI Ih�I�Ill+illll Ilill{r�r�l{1 i`�IT�'1�1�(�T Iti`�I�E�1�1{r{I i�l,i�l�i�r{I I i�i�l�l�i{I�r r���Ir�r�rl-rlrl ljl�l�l�l�I)I I{I{I{I�(jijl • IIIIIIU(III{IIII►illlllllt III1�I111 n111�4 411111111 IIIEihi ttll�tll! HIIIip plillt .IMl�ul IIII�NII tINIIIN 1lulcnllnt�nl! nn1111� IllllNn uL11u1I LIn�rin nlllnL iL1INN INfhm I � Ott nllnn Inlnl!nullll'1 INir�a n� ' ' r i - wmmio - t -C:UNGp•ET1E SIDEWALK, SEE U44--81TE HI KMAN IMPROVEMENTS DRWGS DY SEPARATE (~ •ww °r� PEi@!"!IT'/CONCRACT (16' WIDE) -- --- mto1) k E(;GN ° 41 f6G' "TRrlR 4* 15Y SEPARATE ----- PEP "t11/COh1TRACT EXISTiNG CURB TO i4EMri'N -- 1►-- - - - -- -- - __ _ .___ ___--__.._ � _-- - (FUDLIG IMPROVEMENTO). 'Y r Ii • ... ' r ' " ` '" _ __.._.__ 'S 69d 74' ml' » 4-.3._-5..4. 1' SIC-N L1C+HTW5, SEE �- ,- -- - _ - --- ; C` LC) L0 •�. r""-T rt'- • •1 •1- • .- . • _ ! �..._.a l. SITE ELECTRICAL-- 544EE r E1.1 -.. - r ----- --- ^- -- _" N I NEW 315 FT RADIUS CURB, [� 4. 'R SIGN `'_� G`') ___ _. �_...----- 10-FILTRATION A113, - �-+- a --- i� 1 FEN �' S( -• � GOIJCRETE RETAINING - _- - E- C V'tir ++++1 + ++++�+ } -- -___ _-- NNW, DEWALiC AND CURB 1,=, cn N ``, - _.--�- -- --� - , SEE OFF-SITE C aJ cd wAL L/51Gv, SEE _._ -- - � --- - - -- 'CON i'la'.ACT "AL&Co + r + - ,-� �, r + + _ ^a _ _ _ ---�.,�\ + + t t+ t + t+t+♦+ O 1MPRC7ti�EMENT DRWGS i � ^ C7 BUILD NC.t CONSTFlUGTION + _ r a a + + + }lETAINING BEE LAND'.SC:APE, RA1S11NC11� _ + i t + a + + -. �" \ 1 DY SEPARATE DOC•UMENT6/CONTRAC:T - b' +.i + + + y� 10 17 ,,'w' (13UILDINts CONS?fd'.;TION �~ �• + + + + + t + + r ---- ,k PERMIT/CONTRACT. + + 4 + .1 = I i- M// .L �,. ��� - '� t + t t + t + + 1 � X DOCUMENTS/CO TRACT). - C] .__. 1i + + I `-_ 10'R 1 \ c�/<� 3 + 4 + + +++t t+++t CURS s I' a P T ANT MW ACT � ACT `- '�- -- --�_ 4®R -`.- — _. .• . owy ; (*1LY ACT , J , I aNLr Y oNLv ONLY I awy ' --= .� t . 4 4'R �---�� �FENcE t + c - Tt + cr+4 .. --- N t ' + zas_ SPACES AT p' • 'T2' t + + _ -_ - '' - - ' \� 'L \� ` ��� , 1�FENCE EXISTING SIDEWALK oaf; '"' 01 • -za �-�---- AL1 --__-.__-- --- - __ t 7 LI T -__ _ 10 20--- TO REMAIN I Z + + + + + + + + + + , 6 + + + + + t � t FUTURE INKE I 2, �- T -t + I 0• ,L`! + + + + + + + + i r RACK A$ REGIV + + + + `..`.'J ,R AbM4ALTACf14QM ACTICOIWACTIOOY�A07 ►AQI PACT AC7 -PACTIODYYACTOWFACTI PACT ' I + f + + + _ - AND N.C, S'~'AGE (\� r i��pI Ii1l�jpll�I II!Ilfi�-�i1( � GN Y I I iCI IbOwMJ,CT YAQT PACr *7 AZtT ► 'r \\� / U U U U U U E I Q Q! + + t ? R 4 I+ +CNLY IONLv CNLv Y ONLY QWY ONLY CRI-Y ' ONLY ONLY ONLY Y OMLY CN1Y ��f OdddddKRRRRRLY CNIY la r4�.-4 y.�+*+t+�+ _ 21 SPACES AT !►.m0' I!681ata' w nl + + + + + +i' + °' + + 1U�1 I!� �, Irk a 34' + .. _ + + + + + + + a + »... _ .-- -- _ -._._- + + + + t + 4 �� t ` RAMP, SiM 10 Ic _, l`+ Afj*ROXIMATIE LOCATION OF (y CONCRI=TE 51DEW41_K. j i ..- ! 2 id - 4 �" 1d - '� ` M AIS + + + , (!- _�J� + + + + + + + + .� + + TO DTL b/Ali '`� SEE OFF-SITE I `- '- - - - \ + + + + + + t l 15ULDING LINE � - �6_)AgP1aALT + + + + # + t + + + + + + ��-� Q -- ---' _ -� � 1 C) -i t + + + + + + + + + t + + + + + + a •� + + Fl{TURE WAREHOUSE - - -- 191.11' (VER W/ BLDG P1 ANS IMPROVEMENT DRUG-12 \ U6ma + + + + t + + + + + + + + + + + + + + + 14 �-�-� './ 1 j_ + + + + + + + + + + + + (_JA"PHALT E3'Y SEP•�RATE I 4--a---r•..t�_ ��CURD I - MRMiT/CONTRACT. - --' ' 2 , -e -------- -- -- + + + + + + + + 4 + + + + / --- - _ \GRAi/!=L SURFACE gTOR�a$` Y�,�1 < t t + t + + + + + + a - COVERED LOApINC� �'� '�' 1' I O � (6 FT VIDE) ------41- . ' + + + ,R+ + +261' + 9' 9, 8' 9' * ' +++ +++++ ++++++ ++++++++ + - - I rh 4 ( b, _ ++ + +*+ t 1 �- --s- -,r -'�1--- - AT LOLMR LEVEL ; BUILDING LINE 2'-3/4' MMU" GRll51•4M ROCK N, 1 �t; r • + t + + �pyQ "� .�-s- I _.__-- - + + + + a t + + Y + + �''0R °JTRIPI1JCs. _ I OvSR 4'-1 1/2' MINUS - 9 + + +- + + 4,R _ - - ,. + + t + + + + 4 + + + _ E�PROTEES CTED, O SE ao', + t + + + + 1 � l / '� ,� + + + + + t + + + + SEE DTL a/A1. r. � CRUSHED ROCK 01/ER 5UHt'aRA��E i 1 2. 4• + + + 4r+ + + c� + + + + + + + + + + 10 I 5 C;CAMPACTFD.TO F100c NT, I I LANDSCAPE DRWGS +- LANJ3C.+f + + + + + ~ /J �� �� - (13UILDING CONSTRUCTION - Q E',Y A - _ +� • , + + + + + + + 4 + 1_ I �I AS PER 9011_S ENGINEERS SEP RATE -� + �0{ + + , 1.. _ h -_ I '• + + + + +++4+4+ I REGOP'?EN>�ATIC�►JS ANCA THE' SOILS DRWGS PERMIT/COt�7FAGT). PERMIT _ + + + + + t + , 1 1 n :,.., + + + + 2 - - -- - f t + + + + + 2, + + + + + + 4 PORT , ' • � / ' `1 " = •r-t-1•-+ t �Q� - - I 4 + + t + + f Q� ( F IRE , tv + + + + 4Ui i- + - 3 r + + + + + -� 5(CaN; TYTs •� + + + + + l _ TYPICAL I ( 2 TRANSFOlFF1"11=R 5 � r '•1 + + + + . + WHEEL sTOPs 5 CURS -+ -+-+--♦- + 4 BIKE RAL'I�__ 4VAULT, SEE ELEC. 1 CUNCRETE 15L ASS, ACCESSIBLE -. + 4 t + + 1 i _ t UNLESS °S OLC ' +� BY SEP. i'ERMIT SEE 15UILDING CONSTt�UGTION ?ENTRY 4 OT' 'C ! '4 ; + + + + + I [ - -- OUTDOOR OFF ICE 1 SC-44. DOCUMENTS/CONTRACT. `tip- CUR8 �1. . , M HERW S� + + + + I 24 1 t A I+ I t t_ 16 a rrriCAL EXPANSiON UNITS, PROVIDE t- + LAKDS&APE 15Y ?8 + f + S' + ib a I _ _ LANDSCAPE SCREENING + + � _ �,� / _" - + t >d' + s- ( 4 93 -�'C�y JOINT. 0 ix • c'" i �� 1 + + b 'SEi�AR'n, PERMIT I r ��. Lu GENTERLME OF ----1-• i" "_ - + } + a I ' �'` ►1 -, BY 3EQARATE i Ir' p I 1 i ,�1 j� + + + _ / C w THE !SLOG ENTRY _ _--_ _ SIR I 3 Tl'PIGAL 3GCRI= PF_R"1iT/C.ONTRAGT. E �"�%r l7 01 f � G' _ �_� (' I I _ s;' t .«- + 6 FJ5EI�9 ( `^ - ►1_ JOINT L� �' I I �' + + + I ( to �a i�1R£ �31GN: h10 PAR4CING FIRE JANE- _ �q _ - L --- I ��`` �' \ + + +� + Td1A�,AWA-f ._ONE, ORs 9i8B10 urx18 I I r T- t -i- 1 v I, Uti L li + + + + + f • I - + . :• ..•� •; -' ~'` _ "� I I CENTER1..It�E OF � � FIRE SPRINKLER DOUi3LE L +++++ : + + .i.:_s .a __� .___1_ I ' -�._ _�� '' TH£ BLDG ENTRY ; - - ----- - --- - -- - - i +++ t+ + 44, ++ + 1 314 -1 FT CLR ABOVE GRADE }� ;:HECK DETECTOR I _ 9 �-� r+ + + t +Qi EQ EQ � I _ I BUILDING FIN15H FLOOR ELEVATIONS, � + + +� + + � , ° 2' RD G.I. POLE, MACK LETTE � 'Q (' ASSEMBLY VAUL.,, .EE t- + + + + - T- " ENTRY DECK. UPPPER LEVEL • 163j00 FT ; • + + +�+ 44+1 + / ON WHiTE FiELO. (4 TOTAL). • "� I _ Q CI`✓IL DRWG$. - _-- t + * + 1 4 + g -� !_ __' _ i AND �5TA!R, SEE LOILER LEVEL ■ 141.00' I t + t 1� 4 c� �� �„ z /) i -T + + + + + + I + + t + + + + + + 1- __>`� - BUILDING COMSTRUGTION _ _._ ___ tU + a+ ++ ++ 4++ 't3 b' Q • `� ' 1' + + + + - + + + + _.___...___ __ -- --- 9101, TTP. + + + ' �,_ e �.._ = 11 tI Ir + + + + �t + + + - -`�-"`-'- _ -_.-______ _ _ DOCU!"1ENT8/CONTRAG i. + + + WLdI a + + + '' r BUILDING 3UD8uRfiac;'c + + + + + �_ + + + 'R PREPERATION AS PER + + --- I J SOILS ENCaiNEER LOADING JOCK, SEE ,.,; ++y +++ � �l u 'al � � i +' ++, + + .r 4>� ++++ '� RA~iP, SEE aU L D INC Q I a 1 + " 3 RECOi'1MENDATION A.ND 5JILDiNG CONSTRUCTION + + _� , � + GONgTRL�CTIOt� DOCUMENTS DOC.Ur-ENTS/CONTRL,CT - - - - i�"'•:''' + + I)FENCE r'! I ;rte 1-L`--J �'�a e� ' I +Q -_ -__ i- I CONTR.ACT/PERMIT. THE SOiLS REPORT. + � � A � � � S _ + + -___ -._-_ -- --__ FLOOR BLAB AND rA9E + 4 _. . t_- m 1 s I �, - - CONCRETE SLABS, j I + ++++ _y 2 r. '`� -t- ACCESSIBLE S ' BUILDING GON3T}rd1CT10N SEE BUILEDING CONSTRUCTION `rl CURL-, 4 I ' _ 1 A _ DOCUMENTS/CONTRACT. T oc �r_ -.► _ _ __ __ _-_-.--- _ -----� Q + DOCUMENTS/CONTRA C,1. _ I s I r I + i 126 ,�► �I - -- - I _ � 10 /2 v ,'..'`"`• --- - I -�- C I Rt_2 I + + -/ t- I `� Lam _ ^' 1 _--# �0' 3 - 2 B iKE RACK " .. `, ,r + + + + + I 10 IZ _ L r -''' f /` [3Y SEPARATE ' y: ' ::. " c, FI / i-oiiLAY`TI owLv c P (Lmr oo�A Gg1�A t {,�pJ/�J] - ----- •—�. - __.�-- 10 I •�• `'• SksN '� ONLY OPd.'r I ONLP 'RNLI v 2 11RR T I PERMIT/CONTRACT. : 1 ', • " _ 1 1 ;.. 1 SPS AT 8' ., br, + + + - U } n N 1 - _� 4 T2 + + 4 + 2'R i- i0 1 FOR STRIPING, - --+--*- +•-+ -•. 4 + + + : + + + + + + + +�-' COVERED LOADIW I F- ti-J II + +++++tt+att ++++ +++++ +**at +++t+t++++. +t+++++t+t+++t+++t u , - + + + + + + 4 Im'R �: 10'R 6 IG�'R GATE I 4'R I� 2 -- 41 SEE DtL 8/AI? UPPER LEVEL + - t + + + + + t + a + + 4 S -+�4+ + + + + + + + + t t t + + + + + + + + + t + a + + + + 4 * 4 + + + + + * + t + + �- -- — — -' - 4 SPS AT 86T'•34b1' !ILI r ♦ t + + t + t t + + t + + + +A+ ' + + + + t + + + + + + + + + + + + + + 6 )ASPHALT ------ A. }� + + + + + r -- -` + + + + + + + t + + + + + + + + + + + + + t + + + + + + + + + + G , + + + + + +� t- + + + + + + + + + + + + �- �— * + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + 1 + + + + 4 F STRI PING 91M IL AR . + + + + + + a a + + t + I t + + + + + + t + ; + + + + + 4 EY;STfNG ASP4•tALT TO DETAIL 8/At-2''� GAtE\ . t + + + + + + + + 4 + + + + + + + + + + + + i + + + + + TO R£MAiN -_ 1 + + + + + + t + + + t + + + + 4 + 4 + + + + + + + I uj` XX ++ + +++ + 10 _ + + + + + + + + + + + + I - �_ + + + + + + + + + + c W + + + + / --FOR STRIPING, -- --- --- -- ___ , �+.+. + + +±r++ * r +____ ____ .� _.. __✓ / -- - - - - + ,+ + f T SEE DTL 8/Al2 �. ` 1 I I + 7 . EXIS !NG XISTNG ASPHALT EXISTING FENCE, SAWG 1T E- SIDEWALk: TO - APPROXIMATE G , Eicl^�T1NG CURSE REMAIN -_ REPAIR :,ND ALTER c LINE OF EXTENT OF �'ROJECT) rfr EXISTING GRADE I d TO REMAIN �1 ."+S !�EGxJiRIED TO ACCEPT 163.25' (VERIFY I 2 ' NEW GATE M �- \ 1 EXISTiWa ASPHALT TO REMAiN - o I (E) UNODSTRUCTED ;Y I ENTRY i EXISTING GARAD%DE I 1 I I ' 163.48 (VERIFY �E.iNy S�61lf� ��i�AR�HOUSE I i kdob C Pos 9602 i3y° OP �j®��� SITE IMPRO`/1> MENT LAYOUT IS PARALLEL i REFERENCE SOILS REPORT BY I I--- I_X18TINCs COND!TIONS SHOWN THE CONTRACTOR SHALL CtX2R rNATE THE AND PERPENDICULAR TO THE WEST I I CAR-SON TESTINGI, INC. DATED ARE FROM TOP(1_•RAHICAL SITE WORK WITH THE OUNER TO MINIMIZE PROPERT LINE (S.W. 12 nd AVENUE). I I JUNE 21, 1996 I INFO}RMATiON PROVIDED L'SY DISRUPTION OF THE EXISTMG BUSINESS uu u `�• L _ ds 4 L LAND SURVEY043, RUC_ OPERATION. r • -- __ .__ _ - _.-- _ _ ..-__ __-- _ _ - - - .� !SEE SHEET TI of 80TE PL&H A1,1 1"-20Y--0" XREF(S): TOF'0-NOR, 60212PLN - -_- • -ILE: 602AI-1 14ft00 SW 72nd Ave J f.�, y.1 1 , ., a• SIT 960037 W ," '!•' 'P i + i ' ' ^,.i5 ,. i k. 2of10 IF THIS NOTICE AF'PEARS CLEARER THAN THE: T 91998 DOCUMENT,TiiiE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED X111111111111 111111N1a11N1111111111111giI'�11111t�Iti� i�i�i�i�i�i�i I ri�r 1111t1T TTIMm I' ittlun ttttlutt uithut tnthttt tlnl�nv tntlull tnthttl tmltrit tnlhm IIuhIIt�ul�Ir�tdnlllnn rulltm mihultunhn�ttllhul lul�nll �rrriuu nl�rrn nllui►nitbn�IN�an �ai�t . �r1� otlm �� �r slrrn rr�nrr rrul f 7 i I SEE SIT£. PL.AN Y ---UNLESS SHOWN " A FOR LOC•ATION6 4.00G�� $/►� , G=NEwm%'AL &TENOTES - PLANTER AREA `Y._i__ I.._._._ � .°_ SEE SHEET A 1 r - _ _ S " 1 C-Oc�71NATE wV ACcs�oIBLE i 1. FOR fNk ORIGIN OF THESE NOTES, •s, L..1`IDSC.;1'E 6 CURB CUT h LAIDYLICKnAN r- WHf=RL SHOIUN ( 1 � �,HAIN LINK FENCE. 6 FEET HIGH WITH SIGHT OBSCURRING INSERTS. U (1REGiiY ? I'-�' _ ,-_- -j -E%<T'RLIDED •ONC. ON 51TE K_AN - MANUAL ROLLING `" n► ,l AN CURB, SEE ` ,VIL DIS Ui_iS. ,�If)ING GATES WITH PROVISIONS FOR LOCKING. I PROVIDE SPECIFICATIONS FOR ARCHITECT APPROVAL. CURB WHERE TRAFFIC PAINT STRIPES. 4 INCHES WIDE UNLESS NOTED OTHERWISE. SOI II GLUE 51 TSWOE PLAAN. N ON EPDXT TWIDTHS. WO COATS OF WHITE NON-REFLECTORIZED PAINT IN UNIFORM THS. �g0c+ II SITE P \ <__3. 4 INCHES THICK CONCRETE SIDEWALK. 3000 PSI CONCRETE. SUBBASE 1 SHALL BE COMPACTED TO 90 PERCENT COMPACTION AS PER U cIJ , �. t ►r - - - --4` PAINTED A.S.T.M. D-1557-91. BROOM FINISH. PROVIDE EXPANSION JOINTS N � II �rTI�IPES AS PER DETAIL 7/A1-2 AS SHOWN, MAXIMUM 4: 1 LENGTH TO WIDTH � � � 1 1%. n c'4 � _� 'f I�� '•,'� y`� ' 'r rf ��' r� j//' II RATIO. PROVIDE SCORE JOINTS AS SHOWN AS PER DETAIL 3/A1--2. �' I - - AC, PAVING, SEE r I� PROVIDE 1/4 INCH PER FOOT DRAINAGE SLOPE TOWA ClJRB5 AND C „'� I 00 �- .___y ACCE:�SIBLE `SPACE AWAY FROM BUILDINGS. N C(1►.L DR1UCsJ. WHERE DOUBLE- _ j N I `� ----COMP,aCTEE) BASE, DISABLED PALING L4� COMPAC.T ONLY' SIGN PAINTED ON THE ASPHALT AS PER NOTE N0. 2. C SEE CIVIL DRLA35. I :4-ACE 18 SHOWN, LETTERS SHALL BE 12 INCHES TALL, LETTER WIDTH SHALL_ BE AS > n 4� 9, b, 9, j Sl:E SITE PLAN PARKINFUR CLARITY. LOCATE AT EACH DESIGNATED 'v.,JMPACT ONLY' � LA 11 iY LO p, - - -� --- --- - - - - - -- - PARKING G SPACE. _. O •�. • �`� NOTE• INSTALL I<%cPANS!ON JOINTS I ( � 6'X 6"X 7'-0" LUNG PRE-MANUFACTURED CONCRETE CURB. SET Z h • �4' STRIPES TYP. FAT 221'-©' O.C. MAX MAXIMUM ALLOWABLE IN EPDXY ADHESIVE AND WITH DRIVEN REBARS AS PER r'=-� � `1 4SLOPES SEE GENERAL' 8' AT VAN ACCESSIBLE WE -- NOTE NO. 107. J SPACE, SEE SITE PLAN. I MANUFACTURES RECOMMENDATION. C DO�Q IL�D �fnlOoL� r4-') `�G �OCL7 �MG� o D�t� Q 0 o ° a ° e IN =� =1'--0" FII.I.: —' -- __— __ _— " U " " D _ G?aGa01C� �pQCC�C __� INCHES CLASS C ASPHALT GRADE AR-4000. BASE �- AGGREGATE AND SUBSURFACE PREPARATION SHALL FOLLOW THE (�� LLJ At-2 1 1; 2"rt -0 FILE: - 1 . FILE: - _ _ RECOMMENDATION OF THE SOILS INVESTIGATION PREPARED BY n CDJ At-2 CARLSON TESTING, INC. OR AS APPROVED BY THE PROJECT L'---'1 � Q � SIT EPLAN S£ir SOILS ENGINEER, SITE PLAN. / �:•• ` 2' OD. STEEL PIPE ( 7 ) POLE F ELECTRICAL� � � 1� LIGHT FIXTUR... .AND BASE, SEE SITE E.L.ECTRIC,AL PLAN G � r Z :.C. PAVING, -- E' FL1. AT PLANIERS RAILING, GAL VAN I SHEET E1,1. THE 'fop OF CONCRETE POLE BASES SHALL BE SE= SITE !FLAN (t + GOONVINATE W/ AFTER FABRICATION.- � � c SEE CIVIL �IVS' I 6 INCHES ABOVE FINISH GRADE EXCEPT 30 INCHES WHERE BASE IS ° LANDSCAPE / I v WITHIN 36 INCHES OF THE FACE OF CURBS AND SUBJECT TO AUTO �- _ - DRWG3 - '�-f _ - c•l -'rte � U _ _ I _ �� IMPACTS. CD 0 I- - PLAN BASE ��8 � TRAFFIC DIRECTIONAL SIGN MOUNTED ON 2 INCH DIAMETER 1 " - 1�P. Z' b' -P-A�. T'I'P• _ GALVANIZED PIPE SET IN CONCRETE WITH THE BOTTOM OF THE SIGN _ .t _•,•,•L . ••, Llk-_12 POST °FLEE':E 60 INCHES ABOVE FINISH GRADE UNLESS NOTED OTHERWISE. ~— 'p - '�� 1 SIGN FACING THE STREET READS 'NO LEFT TURN', THE SIGH! FACING r'r PARKING WITH DAN. - 12' X 18' 51Gji AS REQUIRED BY �.;- - -- - -- ----« - - - J -4- I t L1 THE SITE. READS 'RIGHT TURN ON Y'. DISABLED PERMIT ONLY THE CITY 01= TfGARD. MOON - rn� -��V ✓-~'�_�� JIOLATORS SUDJECT TO T �� ! I L" *T I , 1,.. I 1111 s< �- 3 TO 5 FEET (BOTTOM OF SIGN - I Ir ('i ,'y '> LANDSCAPE RETAINING WALL SHALL BE COMPRISED OF NATURAL ON II o . TOWING UDDER tll'IE. +1 SITE BOULDERS PARTIALLY BURIED INTO THE SOIL TO FORM A GRADE ORS 811.620 AND FINE TO FINISH GRADE} OR AS l CO;'if,ACTE - 7r I I r� `f�'�'�r' �-44111 CHANGE AS PER SHEET C-1. THE CONTRACTOR SHALL CONSULT �J�=J UP TO $470 UNDER REQUIRED BY THE C[7Y. i i' �, , .- i? 6 6 ORS 811.615 CRUSHED USHE D ROCK , , �1 ' ' k ,.,I , it _ .a - T T i� --- �. , 1- 1 �. WITH rIF PROJECT. LANDSCAPE ARCHITECT ON THE PLACEMENT G'lf�� �` 1' i 41.1 ' ►r OF THE BOULDERS. W ,.EE SI�E PLAN - -- - � � , - 12' X 3' VAN ACCESSIBLE SIGN AT `/AN SPACE I COMPACTED SUBGR=_ -- - I ABRASIVE CAST SAFTY NOSING �, �.__.._/��/ J [�71AN-ACCFSSIB!E 9 IQ W/ CONCEALED INTEGRAL �?' i ANCHO" AT Ira' O.C., NOSING ,,7 � NOTES: 1> PROVIDE EXPANSION JCiNT MAX 10 -d OG. T,- Q :.' s FULL WIDTH LF98 3' EA END. 10 ACCESSIBLE PARKING SPACES AND ACCESSIBLE WALKS SHALL HAVE 2) VERIFY CURB HT WITH ARCHITECT WHEN ALIGNING �` "'L 'i� I 4 At ' TMP' 'WOSTER PRODUC75, INC. A MAXIMUM SLOPE RUNNING SLOPE OF 5 PERCENT AND A MAXIMUM � NEW CURBS W/ EXISTING. VERIFY NO PGNDING r'.�' } ��i -'04 REB,4R AT TYPE 1©1, OR EQJAL. f CROSS SLOPE OF 2 PERCENT AS PER U.B.C. 1103.2.4.3. AND c OCCURS. �, r, r 1?' EA WAY J.B.C. 1109.4.3. ,� // n (� °� '1� ' fn;�� '-�trlarf �1m"r1 � ^ / '—' � � ------- 7' RD GAL. STL PIPE OR ��V�n ��II" l�lri�V� L�>,,CU[R� ���*�r mmc MOUNT ro wALL. SEE 51T1r PL AN. 1 1 '2"-1 7" FILE: - " N n AI--2 FI!_F: - t. �a _-_---__� ___ ----- �_-�"-`� �,'-\,r--,�--✓- _� �___� Al-2 DETECTABLE WARMING SURFACE: RAISED TRi NCATED I DOMES HAYRJG A DIAMETER 01= 0.9 INCH NOMINAL, J -- 12' DfA. Y. 30' CONC. FOOTING. �� HEIGHT OF 02 INCH NOMINAL AND ACENTER-TO-(.ENTER z � u�u1 � - SPACING OF ?.35 INCIFS NOMINAL OR 1/13 INCH TO 1/4 INCH - C� �� � S i GUT GROOVES 2 MCHES .APART ARRANGED SO THEY WILL I' c • I ` DRAIN A5 PER U$.C. 1109.11, OR A CODE LISTED ALTERN4TE `�� N AS R'EC01-IMI=NDED BY THE OREGON DISABILITIES 4� N o, C 7-11 iISSION. THE DETECTABLE WARNINGS SURFACE SHA'_L L ��� �� BE APPROVED BY THE ARCHITECT A7 A PRE-CONSTRUCTION MEETfNG WITH THE CONTRACTOR.- l L- ca l � `J � (�}��1 SURFACE AT ACCESSIBILITY I �• • `�� RAMPS ONLY, MATCH ADJACENT SIDEWALK TEXTURE I CL cD v .kT TRs=+FFIC ACCESS CURB CUTS). 3 CID Kt I MA.! SLOPE - -- - - -- - - - r \ LJ L j TO BE -- -+�� - - - - - -- - -- - t 1:12 AT RAMP AND - FLARES. — - - - - - - - - - - - NOTE: SIGN SHALL 13E DESIGNED _-- .- -, - - - ._ - - --i - - _ `� A S PER THE OREGON STATE HIGHWAY •----- �--- - = sz�---�.�.----r_�..__ ', DIVISION SIGN ORDINANCE NO. OR20-b8 - I .AND OR O-bD. J Typo. b'I SLOPE GURQ CURB 1/2' AMOVE ASPHALT SLOPE CURB TI P. 6j - . CURB A - ---------- _ � _ _ CURB e o (1 D a �. �-- A1-2 1 1 1 -0" FILE: - IJ:T.S. At-2 r'iLF: f 4' _ _ - VERTICAL SURFACE ?'CE/PANSION JT * VERT SURFACES) `> I � rY I 3/4'D RAKED JOiNT t 4 3/6'__ SURFACE— TEXTURE- _ ----- BROOM FINISH �� I -� SEE OwG:, 4 5P£cs (EXCEPT WHERE NOTED) 1/2' THK SEALED CONTROL JOINT WHERE REQ'D - SEE STRUCTURAL 0 1 F LLERSION JOINT Job N®, 9602 Bye �( U' - - Da41�@ l'� ��� I � I NOTED AS (5j) ON OR.�.W1NfaA rNOTEDAS (EJ) oNpRAujj�IGS 1 3 SCORE j(DOH7 07LL-3 r7_*'AKP&Ha00H JnngH7 D7L AI-2 3'=1 _o. FILE: - �Aj,-23w=V-0- FILE: - �� E of FILE: 602A1—2 k 14600 SW 72nd Ave ,IT 9F,-0037 3of10 IF THIS CE APPEARS CLEARER THAN THE DOCUMENT,THE'DOCUMENT IS OF MARGINAL QUALITY. �� ��8 MICROFILIN IED Ijl�l�l�l�i� III�I� 11111 1�illf ' m a w aww I , 1 tttltuf ttnititf tmlinfmttlnn tf+flint �minn ufln+f rfniun ff+flim nfflnn IIIYIl11111H1�111! Iliilllll fIUI111111f1f�t111 fIf11111111111t11111llllfli Itprinfl rfflafl Iali+ft rri+hff+ ni�ftn acl�n�m ` u�+s��nf�n++ WPI+u nf�ffuilrl ! 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FOR RAW, M-OW (51)277-77133 B10--SWALE -SEC77ON FAX (aW) r-tea j 11600 SW 72nd Ave —•- SIT 96-6037 A of 10 _...._ f IF THIS NOTICE APPEARS CLEARER THAN T'NF, q ' 8 DOCUMENT•.THE DOCUMENT IS OF MARGINAL QUALITY. �+T ��ili i1�li�i hili i iii i � I<7i�~�or�t�t������ �ON - ��a (���II��I��� 1 11#Il�il,l�l�i 1111111�I1111al I+�l�l�l �M�1��r���ft� t���l���r���� i I���I�i�r�!;� ��������� ��u� �Ll��lil�l�i �I�l�i��►1��� Illlltit itltltllt nithttlhttlliltlhttthnt ttitittli nultltl �nthnl lmtl�n nnitt�i nnitiM�hmhltl II;�►nn�iuli;;��ilullun��nlhlll ml�nn �mhm!t,tlrtlfl�it111111f 11�1l111i nuilttt uitliltt infNlt tttha ltthit� ttthttr nlhl,nu�lhln IInilltt+�r w `. �'''i��' � � .. ', , 1. ;� , . .•.. •, r, "' - •. - x , �l' 1• Ip • r ♦ r .r � ,. ,ti. `� ,� y,d�, t• '� 3 3,y,F ", �• } '1`.c., , :.k '.rq. r« _ i. ,, r, ' y - - r�.. , �, � a w .t� °F• .'� 1� � Y. rl! ,. 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I I I - j ( / 15' Pvc O � . ..., -vaQC " S-0.001 c� I ) ! 1 If TAP 41.70 6 , ( I , I y �.a 3 I ! 4 \\ W Z f i /Q C.3 i I / I o 12' i I I ; I r '` p C.5 IIS 0 � � uiWj ij + I �' _ J I / 'O a r � 62' B P r (� CL Ve 5-0-01-94Z 4 ; ."', ,, + L ,1 i ( � I ! � Q �L ; , � � _- ..._ •f � _ ...:. . ',1,t,`JJ �tt �� L � I � , I I 1 I � • ! _� o �' rr i 1 �� �'' ^..,.__,,,L , , 1• ;.__y,.� j r/, � � I ��, -`-" 1 4 �J � r'''te Q, t-e �° I v1 If 44:QO 11 , I N { I; rI jo ?" w ---.z- FUTURE SEE A/ECH�lN/CAL SEE MECHANXAL I 11 I WAREHOUSE 3 -` FOR FOONDA 77ON FOR SANT TAR Y � _ � / I 5} + i I •__»_. .,.__.. / 4 r _ ` DRAIN CON 17NUA,,OfV CON TINUA flON I o� SEE MEC.HAWCAL �/ j PO1 °' [� -- �'.. - , ' 1 ! ' I I ( • I FOR WATER & NEW " 1 LAND BRANCH FACUTY FIRE LINF CON17WJATIAW � � r =» 1 ,' � � � �. 1 J , � Lal I F:) ,4 a i L I.03 �I II 6 PVC ! 4d �TL�'1ND BRANCH IRE 0.149 EA .,Lmr 8 ! 31 o 6' P��C S�0020 cp i �� t 1 � ' j ' 1 ( ...rte' " - i'✓-Y'-1-• .i'. .,-_.- ..•- '"+ _.. - ..'� '' 49 2e r� t ti ti f I n I�'c -50-34 F+R� ,�1'w►r' t7�QA ;_,:._., t l I © "b 5rDi1p < 1 1 ... 15i'1....L .. ._.. .--..�` rr /r f r' ! �_J Il _ S \- J tetPil C7-YA SEE MECHANICAL FOR ROOF DRAIN ..-� ._ •---- -.fj.� _� w -� r/ 5 LOCA 17ONS AND 1 i ! i^'. _... . ��_�` '' _.: --• ' '/ I i �� rS GCONTINUATION (TYPICAL) ,� SE MEC.R. FAC. P� t t m 6 PVC S-0.0.00 (MIN w 1 N t*J is/ of , ,,,,,...-- �'a1 j ! •- C27 `. 6' C 50.040 (AHN f' kx)s co cd -RIM`RESEI CS � 3 I .I ,' �� f•, \ \ co NW_C r TO EXIST LNVEuu i (E)IRIZIG81 ow W,*TeR -7-- CvE,R 1Y� 1� _ _.- " tNGti, c� Mev s�ta+►��: F_I I cn 14. I ►- c, �, J it �i� ,�11 ` _ .. i E)t;' a,2P U gip.:K�, o car • I� I ,�, I --- ___ — ____ _. __.. _ it,. f'�� 1 I � ( �e � -* . • ,• �J. It _ � I 2 I �, Yq� 1I 1 I I + .........j `; i a ",�i'• � � - �._._-_ � .� WAR - �y WAREHOUSE is ,t• - EXISTING CORPORAT`� HEADOUARTERS I I� <r U' z° , 0 Jai Na 9&z z— a C40 BY our, �,vr � � • c�c� ') oath t/two VAL v�& YALJLT F'f.� C y `• :ti+ - ANO PROPOSED115dw 4m NORTHSS'-- SANITARY --�r-- --,;g• 1 112 WATER METER (�, � v '�E Ep'�7l/1f. FOR A/ANF�!x•E, OA TCNRA.StII� - - - _- - _- INStALLE'D AY CITY AND CLEAN' OUJ'7NFORM/iAW* S kRM I"fa r rr _ 2 & 0K S L'F�E T ASSEM6' Y' BEMY wc. MrA T WA ------W' SITE UTILITY PLAN �><. oETAu. LONG x 7' VADE x 8' Va P � RAP , nRf. �FWF y AREA AT 910-•SwAt Z INLEr , 001;8LE DETECTOR C�rcK 37 8W COWff AVBM ^ f Y MANHOLE ..r. .. a. �, ASSEAY A�YN�.D�, FAULT r/ ,rvr7MA �.I M d lfrll O 1 ' FWE �r CVNTM S (FbC R = - CATCH 9AS�N �}- - -- F1Rf LMf C'OIIAoCJ1rfN� TO BE S7IfD TEM C01V TRA C Bf' 8V111 C1! I (=)gV 7M t KFt ----- �ITTE Jti►l'D' N y' ,... ... SYfi R'>Ilt. T SIT 0 SW 72nd Ave s , } Y .._.. _ r- - '�,. . ._..... .. �'• t FIE: •4MtMAuiL °W'�', ' ;` tt /-0037 •• ' 5 OI \) ^ 1 J f > w . . . +•_ _a ..r _._.,,�. : , •+___r___.. NOTICEIF THIS 91998 90CUMENT,THE DOCUMENT S OF MA GINAL QUALITY. W11 N11C ROFILMED !lilil�l I+I� �I (�i�l�l I� i �I�i�l���l�l�'i•�I�i�li��l�l�i ilfl�l���ii;l i r��r����{��r rt•�;+���Tlrfii �i�{i{��11ii� � �1�{i{r��{��� � �1�1�{�{c;�i��� � �{iii��)i{iii �i�iii�l��i�i{ IIIIIliI IIIIIlIII IIIIIIIIIIIIIIINIllI111IIN1111!)II11 !IIl�lIH I11!)!II! IIrrIIlla !cN)NII NtlllNrll111lrlil �Ilt)';p INIlJrtrlll1i11ltr irnbrrr nrrlrrn rrtrinrrtnrrfrrr: tlrrlult rrullrrr rurlrlr1111111 nrilrrti nrlrrrr rrrlreli rrnbrn nulrnr rruinn rurllzu to r r ' - i.l '.1�. an;'� an_��. ,�. 1 +�+ M'� '.'F1i v ., �• .� ,f • ii, 1 M'ANHOLE f CLEAN OUT / CATCH BASIN SCHEDULE -'- --- sir Top "T' ao ryou ow. "w ~ SIZE RIM a.Ey IE IN IE (OU T IE (SUMP) REMARKS DETAiL 4'-0' 6" MiN 5, MIN a" ANN cLE Aw vu r 150.75 47.00 n - 3.'-0" 10' MIN 8o AAiN i' AfiN SIANUARU MANIIOLt -*--- ! • , I 1. FONtER In SFR TA-TEE' , FRAME & COVER 6'-0" 10' MIN 8' MIN 7' MIN AIt'CHANICALLY INSERTED SEWR ,{ 5'-0' MANHOLE 50.00 16.00 (W 45.00 (E) 4000 POLLUTION 'ONTROII SEE USA DETAIL FINISH GRADE - Tp SM411E ��•..I LINE iAP, OR APPROW£D EQUAL 46 00 (S) MANHOLE DRAWING NO. 1(X) _- -_ �"- GRADE RINGS �"-'i"" �+` � �.•_. _ - FOR 12" AND SMALLER �. •� + MIN 3' -' MAX 12" - ''Y` ?. GROUT IN Bft L END PIPE PIECE FOR 3 5'-0' MANHOLE 48.00 43.96 (W 43 96 (N) 39.00 POLLUTION CONTROL SEE USA DETAIL ------' ► \� 30. 15' At LARGER. BELL TO BE FLUSH 4J.S6 (E� MANHOLE DRAWING NO 100 N 1' WITH OUiSIDE OF PIPE. PIPE PiECE I SHALL NUT PROTRUDE INTO PIPE04 . 5'-0' MANHOLE 48.30 45.30 (S ! 45.30 (W) 40.30 POLI UTTON CONTROL SEE USA DETAIL 45.90 (E� MANHOI E DRAWING N0. 100 too_Ies- CD 04 _ - 1 -d 1316 ALL. PRECAST SECTIONS SHALL cp I CONFORM TO RL Ot IREWN TS OF N 4'-0' MANHOLE 48.00 43.90 (S) 43.90 (W) 41.50 FLOW t'ON MOL ASTM C--4711 PLAN ---�_ �, w cV �, 00 _- _ / CQ ALL POURED IN PLACE CONCRETE CATCH BASIN 52.90 I 5030 TYPE i ---- SIZE STRENGTH OF 3000 SHALL HA W A P 91?AND { -' -T - - -�W-"•- - --- - � � VARIES ACCORO�IG �„ t/) (11 j O 3c ) _ 2' TO 4` SLUMP. -- - - / TO EXIS TING COWN TiONS CATCH BASIN - - - -- I PIPE SIZE AS 0 i( B 5 9.60 52 00 TYPE W - _ - . � ,� INDICATED ON _--� Cq PLANS �� C�i `moi � a t. / l ? </\ CATCH BASIN 50.DO 47.4Q TYPE I y L _ �1� `� ►d s> i •-- OCA ICH BASIN 9 5 50.00 47.00 TYYf. 1 iE. 43.90 II W z au TO 5T M C� ® CA ICH BASIN 46.00 44.80 TYPE 1! w - Q LiJ _ IE' 42.60 `ff TYPICAL MANHOLE II 1i F = QC t OE TAIL FOR GENERAL INSTALL MANHOLE BASE ON NOTES .--.a • CA BASIN 50.80 46 80- TYPE 1 8` (ANN) PEP IN OF 1'-0' OR ■ _ >> Z D E - - f 1 3/4"-0` 'RUSHED ROCK 40 SUMP T cr CATCH BASIN 4950 46.50 TYPE 1 CAST-W-PLACE ' e SECTION 3000 PSI CONCRETE Lo Q , a+ , CATCH BASIN 4 L 90 40:0 + TYPE I �CDJ 7 TYPICAL MANHOLE 2 FLOW CONTROL MANHOLE ( 5%*`� TAP EXIST LINE NOTES: ALL MANHOLES TO BE FLA T TOP TYPE POLLUTION MANHOLE DETAIL. SHALL BE SAME AS USA DETAIL DRAWING NO 100 a EXCEPT THAT DIAMETER SHALL BE 60` - IL GENERAL NOTES: _ _ --� � �rt OVERWED CMP SADDLE BOLT TO EXIST CMI t "a" g GRATE w/ BICYCLE STRAPS FILL SPACE BETWEEN 1. ALL tL.' 'A TIONS AND LOCA TIONS OF EXI S TiNG ITEMS ARE BASED ON A SURVEY BY /�ti. - PIPES WITH MAS TIC SEALANT G d' L LAND SURVEYWG, INC. AND AS BUILT DRAWINGS OR RECORDS. THE CONTRACTOR SHALL PLAT! 1. VERIFY" ALL EXISTING CONDITIONS PRIOR TO 6EGINNING CONSTRUCTION AND REPORT ANY PLACE GROUT BETWEN PIPE STANDARD CAST fRON � - CLEAN OUT RNVG � R1AQ DiSCREPANCIE.S TO THE ENGINEER. AND INSIDE. OF CASING AND COVER 2. THE CONTRACTOR, AT ALL TiMES. SHALL 06SERVE AND COMPLY WITH AL1. FEDERAL, STATE, � 12 (TYPE 1 r �� « 5" (TYPE If) f i Q O CONNECTING PIPE AND LOCAL LAWS, ORDINANCES AND REGULAAONS WHiCH IN ANY MANNER AFFECT Tl1E CONDUCT -- � + 2 UR SAFETY OF THE WOr?K. COVER_�W U �u ' �- SEE PLAN FOR SIZE � r` ` 4 p 3. SHORE OR USE OTHER MEANS WHEN TRENCHING TO ENSURE NO DAMAGE OCCURES TO B PIPE SIZE � \ -I ? ADaACENT STRUCTURES. SEE PLAN + �J J VARIES ACCORDING •r 18'x?4" 4 N TO EXISTING 4 EXISTING UTILITY LOCA 7TON5 ARE APPROXIMATE ONLY AND MUST BE VERIFIED BY THE a CONCRETE PD1` V CONDITIONS CONTRACTOR. OTHER UTILITIES MAY EXiST. THE CONTRACTOR SHALL BF- RESPONSIBLE FOR +✓ TRAP ! " +�%T EXPLORATIONS AHEAD OF THE WOiRK TO DETERMINE THE EXACT LOCATION OF UNDERGROUND 1. IF iN GRAVEL STREET PLACE 2` A/C PAVEMENT e _ I --- ----'�- I R UTILITIES OR OTHER FEATURES WHICH MIGHT INTERFERE WITH CONSTRUCTION. WHEN IN 4' GiAME>ER CIRCLE AROUND CL EA �-OUT. <-._ BACKFILL TWE ! � Q UTILITIES OR OTHER FEATURES ARE ENCOUNTERED IT SHALL BE THE CONTRACTOR'S SLOPE AWAY FROM CLEAN-OUT A$ SPEGFTEiW f RESPONSOLITY TO SUPPORT OR PROTECT THESE ITEMS DURING CONSTRUCTION SO AS NOT v 45' SHORT BEND ©��^ TO DlSRl1P; StRViCES. NECESSARY ARRANGEMENTS SHALL BE MADE WiTH UTILITY 2 iF NV OPEN AREA dr NOT SUBJECT TO STREET USE, ^ /- f �A �i COMPANIES FOR MOVING OR MAINTAINING THEIR RESPECTIVE SEROC£S AS REOUIRED USE CONCRETE PIPE BELL WMTH PLUG k RUBBER GASKET FOR CLEAN-OUT TOP. (LEAVE TOP 6" STANOAtxTD WYE INt11 ASPHALTIC COATED h �� �j EXIST CMP w 5. EXCAVATION AND BACKFILL. REFER TO SOILS REPORT FOR EXCAVAPNC AND BACKFILL. ABOVE FINISH GRADE). / PLUG AND Rlt sw ., STEEL BASIN 7. UTILITY TRENCH BACKFILL. PIPE BEDDING SHALL BE CLASS "B". ----- GASKET ` QI � M r� t BACKFILL MATERIAL SHALL BE 3/4 CRUSHED ROCk IN ALL AREAS. N ` VJ 1% -�. -- CATCH BASIN TO BE CODE APPROVED r; / •/. ' - 10 SIZE �CONCRETr CRADLE +` LD BE WIDTH OF 24`x?�' ANN 1• SANITARY AND STORM NOTES: UNDiSTURBEO EARTH TRENCH SECTION 3000 P.0 COM m-ar v „`��• } r I :. 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST APPLICABLE EDI PON OF THE 'OREGCMI STATE PLUMBING SPECIALTY CODE, STATUTES ANO ADMINISTRATION RULES. �ti• ,:,, .;+ . ' 2. PIPE MATERIAL ,r I fi A. PVC PIPE. PIPE AND FITTINGS SHALL CONFORM TO ASTM 03034 (,OR a 35). CL;,A N OUT K4 �✓/1 TC I LJ A,`7I N -- TAP EXIST LINE ELASTOMERiC SEAL (GASKET) ,JOINTS SHALL CONFORM TO ASTAr F477 S h 3. MANHOLES. PRECAST MANHOLES SHALL CONFORM TO ASTM C478 4. CATCH BASINS 24' MINIMUM SQUARE COATED STEEL WITH MiNIMUM 24' DEEP SUMP. i REMOVABLE OR HINuE FLAPPED OUTLET COVER. e. ��� '. • .. • iii^. - � •.. ' � • WA TER NOTES: 1. CONSTRUCTION OF ALL WATER FAC,UTIES St4ALL BE iN ACCURDANCE WITH Or( OF TiGARD WATER DEPARTMENT STANDARDS AND SPECIFICATI(W3 41r } 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS ANE✓ LICENSES BEFORE STARTING CON S TRUC nON. y, = J. THE CONTRACTOR, AT ALL i�MES, SHALL 'OBSERVE_ AND COMPLY WITH AIL FEDERAL, STATE, r �^ AND LOCAL LAWS, ORDINANCES AND REGULATIONS WHICH IN ANY MANNER AFFECT THE CONDUCT '' i, • �o `' U OR SAFETY OF THE WORK 4. ALL EXCAVATORS MUST COMPLY WITH ALL PROV;IONS OF ORS 757541 TO 757571 INCLUDING .° NOTIFICATION OF ALL OWWNERS OF UNDERGP,OUND FACILITIES AT LEAST 48 BUSINESS DAY r HOURS, BUT NOT MORE THAN 10 BIISINtESS DAYS, BEFORE COMMENCING AN EXCAVATION. 5 ALL WATERLINES SHALL BE THOROUGHLY FLUSHED AND CLORiNATED AND A POTABLE WATER TF ST � ILE -or SHALL BE APPROVED BY THE OREGON STATE HEALTH DEPARTMENT AND CITY OF nG.ARD WATER DEPT, Z PRIOR l0 ANY METERED SERVCE HOOKUP OR CONNECTION TO EXISTING SYSTEM "...�_..��.e.� Job N� 'Npa. lDate: ,�/� � !c;� •� r i.+ fi' :', BERRY-NORU-I1VCC�i EiX*EERS. WC. W EN A►VE-M P0F11LM0, OFOWN 9M s . H w Ayi �`��'/'J,.�r •^i/',,. , � .I' • , `)1� •'.. "t 1, .. 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I- " TWIC0( I t Ir �, UIrW V�I.IMNt Pt�W1114talEfsf9 ' ie . . o�IITy�;:jn-rtl 11AtALlp! 1►1110R to uwa1suc G +C I • i I,iul� tAtli lY ildA I�kyM}tA/ Sol O�iAPEST-1 ON A—A a ^'�• 1)R. a _ A+ �MIr10l� AI�O "K PMR I11*04" !9C to I L IO110. n t a 1 oa�ItllffAl>Idt�llltlo Illi.! 1`\ , �' 111• a ..1 + 1 ,/ � _ ,1L�MI► O: }��IaILUT NOIV1'Ra , ' '� 11 � � TROD; ' 1 ., � ' r y A lY �; bAANtIId Ii',th0 { i I OF 411 -.a -•..tet.... 1, f FOr 1all 1 cl i -PROPERTY LINE t, r :T I I �� •; ., 1 " =TAIaoAte� CODS +rY <j) "A •� ',� � I' +�,� , � ,' \ IIQT�w[lt MANN 41A.004 ADA"M LL4' GO►IIIIAC7blt 10 ftiAl ALL Ir + ' 1 0 PLAN ort/rrca Ip vA1XT 1011114 No i r ai I t P � PLAN y CARSON METER 8C'x 17300 P 15L t ; (OR EQUAL) '• AN TO CM 00 { r t 2" FEBCO Mt>UEl 1305-Y lac -'- - . _ .. - _ - - srolawl !>AANI DOUBLE CHECK VALVE ASSEMBLY i (UR EQUAL) -12" MIN. CLEARANCE OK OKWO0m 14AW alta VALK I h 1 1 I i I to a VarALL ALI CHRUSHEb t< BASE' -e" MIN. CLEARANCE : (►�' . ....'`..� I AA 100 •J Ie1 ) . ,�1 � �. , ,, r ,"'--'++------'•----------~i•- '{•-^�...•- _ NM+st�iei.f sUilDr pW► p , •!s DON Q i ,i f j,• 1 1 �• 1s a •y{ - 11 '- , ' . 1 . ,,ELEVATION FIy4 LINE �c`. CHECK O�JECTOR 1 I .'1` U TI1I TY ORAL IrCUSEy, Job Na9(p4;�' �TommaAAt�E Sd2`E IMTN f.p.�.' C. 1lAINOApt 467�- 11477-WA t ' If* AQf i fGil!M�TAWA110f 0.1�1�t +' "' ' S +g },� 1 tlol+o�AoesattAf>� iso RFa�a�. ;' + • s1p�_LA, e�%-w Ir�I� t 1f� SOY ii `p QTY WA 111114 T AAD 2" p 13LE CHE 1 " ). - t S : r ' AS YEMBLY D T TWAvrW ����r T v : b A ar {p'' 140 . -i. - y{1 ` '` I t, + ' e, •, I�1. 5`r,k1. ; 1° l�e f 4 ''•- •.,,�i ..1, .�,' ,. t 'I'� ►" shr' �I. l i� . , . y �'` i a 7 S t!" ; + 7•i Zr� Yi S` +,r. �, i.+,•i.•N �t e ■ X70 ►�A EM. ,•t S •- IE j' •► ., r'.. .� '!aly' +a �,,, •:, :' ,,M:.:•� Ir. w ; , of 1 � 4 ,�,,. •"_�. ��'" •"fit � , ' • t +,, ` 1 s` Y •M• V 4 ` . ,� � ' �i. ),'�- f .1'1. 'L�' . i!I, ! ,4:5' � `y ±•�r•�• JM'�' ��• • � ••� '�', (. ',(W"�' ', �• t. �:. 1 r .►a:- ,�'��,, '1(�r •� TM ,h.a '�'�' ,•,,,�:-• , r f 11VJt� \���� FAX ('00)W-73'134 1 ,! 1 14600 SW 72nd Ave f ► ' SIT 96-0037 !! f' .LSA ' ILII • OLE: �••s s>w `� a Z,c. .t `,',Q{♦ • •, ,, ,+ 4 • '`:.rA► - `• .. ., . f�; v(��,. Ciyrti� r, �<, � '�• d ;w' .� .. .•', *` - �S y�lt,�•',� 1 �,, . .. y • r�.. f..h:,�-a ^ t, S 1, t+ ,A�', y wy • w h' 7 of 10 S -_, ,-- c -- w,M""`!r.".!i!•'r!r'^.. .-..w.,,w,,,,�a.r•'•w..r..w+v+u`w..�r��,ll�'•..w•a.-.,.r r .dl . .,.. IF THIS CE APPEARS CLEAREP. THAN THE DOCUMENT,THE(DOCUMENT S OF MARGINAL QUALITY. OCT 91998 • I�I�I I�I�I�I I�I�I�I I I I I I I I t l l I I' I ! I! MICROFILMED t1t1Tf1I11111r 11t1r11,�11T'jIill 119111 Ilp t 11.11111�1�111� VIII+illltll Illltlo�il►1�! I)Illlli illl�llli IIII�IIiIIII1IIlIIfIIItI�INi U�I�IIn IIII�HI► Nll�pll iIUIHII tttlllllf I�t1IItIIIfIuIIIIt tlnlutl tllthnlhln�tltt Itnllnl tlltlllli 11111ulilllt�a� 1ln�IJll III�HII 1111�1t11 llll{1111 I�Nltlj fll�l� 111111 �IIIu111ttlltll Illbinrl Iu1�Nulrtl � ow \ .. y " ' , . � .i 1 \It ' .'^• ', •yrs. M ^ "` � _......_._. --- _• - ,�_ .__ .""'__' --_.•'•_' _._ __—_�"^' '^ --. '_^ �-' "'_ •-•.• ._ .� .--mow•----- .-.. .._._.__.,-.—..—� _-- •-- +- - cg) ) ,• ' 47 ,o \r'��/i ./ �w �r r r r_ w � �r �• � �C •� i\ rt .r .� r— .� .�� _ .�. .� r rr. .M• �qr�� Ir�! ECC r .� SON=_— .mow �+ �C �1� � .Y fir► �«.. �u... ... .r.� .r ..+. rr r ..r - --w / ---- Sr en 46 ----- —__ '".`-„--•�-_, 4 4 -49 .._.: I - -- 150-- - - - 43 -- _- - -"_" 44 145.. !_-: )50 -r---_ .'�1--- _ r•� N v ;t G - ----,�. __ F-- -170' 810-SWAL E 5-0.010--- �� ""� �_ '�--...-.�� 1 A. AL.TCR/(!ATE ��3 � SF -150--- - 1 ! I `� L._! CONS TRUC TION v ' —— — — — — sF Ir3 q � 00 Q CN 44 R L OCA PON / I irk ��- �`", `. \_ .-��---•_____�' ---47 � 47 1 Li 11111 / - 1 Mme 1 � o G r �' . ..__..— I Z I� FUTURE I cl A WAREHCXJ 1 U -- w o I@ z 1 0 r- � L1L I •�� ItY — I SLOPE I �O O I I 1 1� 50 I Q r` CL MAX ILOI I I " __ I 1 --- —5 NEW PORTLAND BRANCH FAC'LfTY - 57 _ ` 1 ci ' `D 1 Li �J Lj —., L ~�-- 5 Z t 0 �'� SF - - - S --1 1 F . Qly `__' 150---- ffij -I �— 54---------- 1 :E I z r + 1 gQ —5 5 s 9- -� v _--- w - ,� \ I �� •� _ � � \ f t\-4iA 7j , \ { n n 11 V Lu A ------ CL - - - - v — Fct — A - - - -- - .". 4 Ec _ I C.. o � I � 50' MIN 1 � � - ___ - __ ,,� 1-. � .. ... - - - � EC - -.. _. ... - - - - -- EC - -. ...- rw _.. ... .� �.. � �, �... s ._ � EC - - - - - - .....i ® E/��� Y ��Y� I w _ EC - - - - - - -=--- - - - � WAREHOUSE I G i EXIT i IN G CORPORATE � HEAIUART'ERS ! s EROSION CONTROL NOTES EROSION CON TROL LEGEND: EROSION CONTROL MLA SURES _ - ••- a EC EROSION CONTkOI. EDGlN0.4RY -� 1. CONSTRUCTION OF ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE ` BASE WET WEATHER ESTABLISH MEASURE REMOVE MEASURE MM OAR 340-41-5:i AND THE CITY' OF P.GARD EROSION CONTROL PLANS I MEASURE MEASURE TECHNICAL 011i ICE HMMQZ GRAVEL CONST IAF OF ENTRANCE I j ;�� ', ��� �, PER FIGURE 3-1 A O 1 2 APPROVAL O.� THIS tROSION / SEDIMENTATION CONTROL (ESC) PLAN DOES NOT "EROSION CONTROL HANDBOOK" CONSTRUC"ON IMMEDIATELY AFTER THIS AREA AFTER ALL CON5IRUCTIL)rV CONSITTU7F AN APPROVAL OF ANY OTHER PROPOSED PROJECT DESIGN ELEMENTS. CLEARED. PRIOR TO ANY COMPLETED — ^ SEDIMENT FENCE PER FIGURE 3-2 OTHER CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION OF THIS ESC PLAN — '— """ OF "EROSION CONTROL HANDBOOK" J ENTRANCE AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE � SILT FE'ICE a PRIOR TO TRENCH AFTER ALL CONSTRUCTION EROSION CQNTROL MEASURES UNTIL ALL CONSTRUCTION IS COMPLFT£D. THE .6 EXCAVATION k LANDSCAPING E.STABLISHF.D VEGETATION / LANDSCAPING IS L:STABLISHED, AND BOTH ARE ACCEPTED BY THE Z c� CITY. INLET BARRIER PER r FIGURE 3-7A. 3-79, OR 3-7C PRIOR TO CLEARING, GRUOSING AFTER ALL CONSTRUCTION 4. CLEARLY MARK WITH SURVEY FLAGGING TIE CLEARING LIMITS OF THE CONSTRUCTavy INLET BARRIER '! (Tf' "EROSION CONTROL HANDBOOK` 1,,�1.,. w��,.s. ��,o y EXIST CB OR ANY CONSTRUCTION COMPLETEDD SITE SHOWN OR' THIS PLAN PRIOR TO BEGINNING EARTHWORK. DURING VNO.d� 1a�./' s= ` _ - ---- CONSTRUCTION, MAINTAIN THE MARKED CLEARING LIMITS AND 00 NOT DISTURB INLET BARRIER _ AFTER CATCH BASIN AF TER ALL CONSTRUCTION THE AREAS OUTSIDE THE C,'ONSTRUCTION SITE. -A '- NEW CO CONSTRUCTED COMPLETED 5• THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR . f THE ANTICIPATED SITE CONDITIONS DURING CONSTRUCTION, INSPECT THESE Date; ' ! 2,/'-1& AFTLrR CATCH BASIN AFTER ALL CONSTRUCTION MEASURES DAILY AND UPGRADE THEM TO ENSURE THAT SEDIMENT LADEN WATER INLET BARRIER � NEW CB C(,INS IRUG TED do LANDSCAPING ESTABLISHED DOCS NOT LEAVE THE CONSTRUCTION SITE. A - 6. INSTALL A "GRAVEL CONSTRUCTION ENTRANCE' AT EACH POINT OF ENTRY TO THE SOIL STOCKPILE SOIL STOCKPILE IMMEDIATELY AFTER AF STCXKPILF CONSTRUCTION SITE ACCORDING TO '1GUFT£ 3-1A Of "EROSION CONTROL HAND43QOK.` 1 SEDIMENT FENCE ST_'DIMENT FENCE STUCKPILF: ESTABLISHED REMOVED Z' NONE 1 NOTE 2 7 PROTECT ANY EXISTING INLETS PER FIGURE 3-7A. 3-78. OR 3-7C OF - _. _ "EROSION CONTROL HANDBOOK Euz NOTE 1: CONSTRUCT SEDIMENT FENCE AT TOE OF STOOK PILES PER FIc 1117E 3-'2 OF I BEFW NORTH "EROSION CONTROL HANDBook" M PLASTIC COVER1Ni; OF STOCK PILES IN NET NEA17�'R CONOItIQPIS. �� � «vm A�� O NOrE 2: PROW" 6 k , PMLAW, OiEWN 9701 EROSION CONTROL PLAN INSTALL AND MAINTAIN TIGHTLY IN PLACE USING SANDBAGS OR ORES AND ROPES _...�- WTH A MAXIMUM SPACING OF 10 FEET IN ANY OiRECTION. ALL SEAMS SHAM LBF' T z2CT• At LEAST 12 INCHES, BE TAPED, ANO MfFGHTT~D DOWN THE' FULL LENGTH. if SEAMS PARALLEL TO SLOPE, THE UPHILL SHEET SHALL OVERLAP THE DONNHNLL SWE•T. FAX 7 77l4 EE I i FILE: ►>Fs«s�.• 14600 SW 72nd Ave �l „• SIT 96-00378 of 10 IF THIS NOTICE APPEARS CLEARER THAN THE DF)CUMF.NT,THE DOCUMENT IS OF MARGINAL QUALITY. 0CT 9 10 M I CROFILINI D II�II�I�lil�l lil�l�l�l�l�l ��I�I�I�I�i�i�l l'�������������� I���I�iilil�l 1 1'I'fh���itIII� fi��t���l►►! 1 I�I�i�IfC�I�� � I�I�i�l�l�ijl I�I�I�i�l�1;1! i I���I�i(I�l�i I�I)I�i�ljl�l� 1 f0 Mi , III!! (Ilillll) llMillillllllllllllllttliH) 9INlttlt INllflll tlllllift IltiiHtt IIItINt1 IiIIIINtlfttl�uit IIIIIIi11 IIIf�INyl�illll Illlilllhifllillll IITl+IfIlhlNwuttnnitnt Ilt�ttit itH�itli iNRill Illt�!fii Nlltttl III�f1lS tli�lt ttnhttt Nnlun mtln T1; i S PRgFFSS ILI 16,51x7 I I G - EXPIRES 12-31_.197 ISnOCUT, GAP ANV HAW, STLtW AT POLE PER i GONDUIT5 TO BE EXTENDED UTILITY REQ'MT5 , ti P WR - _ --� - -- - -- _ _ - — - _ BY cSTE. - f 3 I TYPICAL + / CN I 56 l2)-4 SGH 40c� r fir' I TELE. MIN, 36" BURY / �� ,� - i o F72- 5 u'+ a- I /// PVC PRIMARY I I Z - _ I // MIN. 36 BURY I d i \ CN GROUND MOUNT TYPE 'SB' FIX T -- ( \1161t. w�UTI�l"f�{4p. I -� ILLUMINATE EdGN. VERIFY 51CSN TYPED r- �y " - �- / AND SIZE, AIM FIXIUR.ES A5 RCQUIRED - " " I 5A I BY OWNER. - II a Of 5A Ile Iz- e >> I --- -- 5A C . � q � � r• �I I f �� z _, FUTURE o I I i I l�I tt CONCRETE TRANSFORM R 5T'U®OITT, GAP AND MARK, I I E , 5A WAREHOUSE CONDUITS TO BE EXTENDED , PAD PER UTILITY REI i ' Q'MT5 ! UNDER BLD& CONTRACT. t I I 101I - -- , 3 '01- 19 19I ORAVEL SURFACE I CL f T I STORAGE YARD _ ( - STUBOUT, GAP AND MARK (2)-4"C 5CH 40 I I ® � I I PVC SEG., MINIMUM 36" BURY. CONDUITS TO W - -- --- - — BE EXTENDEV UNDER BUILDIN6 CONTRACT. I f w " f I � z RIT'UR.E TELEPHONE r SA /r TERMWAL BOARD I J II —FUTURE MAIN DIST. ` z (2)-3/4"C -.___.__ I 13 < PANEL MIN. 24" --- 'MDP' Y I I „- \---STUBOUT, GAP AND MARK I I f v CONDUITS FOR FUTURE / i I i J _ EXTENSION UNDER BLDG QLu ! � PROVIDE CONTRACT. I NEW PORTLAND BRANCH FACILITY AND GAP CONDUITS I -- I I hll TH PULL STRING. ' I IN FIRE 5PRINKLER 1 VERIFY EXACT LOG'N , - s _ - - - X x 01 I J W 0 TYPICAL I ° �! o I -- _ ❑ x I G Lu U I l I I SA. I i -- - ____ — ____ - x x -o o. I0 LLO a� ,gyp SA f 55AWGUT U-X15TIN6 ASPHALT - (LINE Or- EXTENT OF PROJECT) O � I � �IIL��L�� � f1 � _ _ - - - - - - _... - - - .- - ._.... - - - - - - - - - - --- - -•- __.. -. - - - - - .- -/ � / I I N I I I I I I I EX jTNG CORPORATE HEADOLARTERS I � I I `XlS�NC I i I i PLAN NOTES O WAREHOUSE , I 1. PROVIDE PRECAST CONCRETE HANDHOLE JUNGTION BOX WITH GnNGRET.E _+ I GGVER, 20” X 15" X 12"D. BROOKS 036 SERIES. TERMINATE ANLL LABEL f i I SITE LIGHTING CIRCUITS IN JUNCTION SOX. CIRCUITS TO BE EXTEW,`ED AND FINAL CONNECTIONS MADE UNDER BUILDIN& CONTRACT. I I I 2. ALL 51 TT: LIGHTIWv CONDUITS TO BE 5GH 40 PVC, MINIMUM SIZE OF 3/4", ! � Job Na 9602 ' I + MINIMUM BURY OF 24" 13ELo W FIN15HEO GRADE. BY. S'm ! 3. WIRE SHALL BE COF'F'ER, NC). 12 MINtNUM SIZE. I�V�.�IJLATION SHALL BE TFtHtJ I r OR THWN. I Dates 8/21 /916 I I 4. VERIFY REQUIREMENTS WITH SERVING UTILITIES PRIOR TO ROUGH-IN. , 8 ' I ~TKA►J51�R►rt[�R 5 LL PSC L La �` 1 I ' I F-Rom Now -6�qMav5v5C- V✓^L.L-5. ( I NORTH El .1 � E1���TC�OCaL 89TE PLAN s of . Et.t 1"'20'•-0" XREF(S): NONE 14600 SVV 72nd Ave FILE: SHIT 96-0037 0 of 10 IF THIS NOTICE APPEARS CLEARER THAN THE n�► 9 19+ 8 DOCUMENT,THE DOCUMENT 1S OF MARGINAL QUALITY. w� lllIMICItOFILMEI) o,y (�111�11111�1 I�i�lll� l Illllli`II111 I I'Illlll�llllill 1111111`11111 1 IjTI1jI111111 11I1I1Jill III l 1 1111 IIIIIIIII111111111111 j! ) 1111111 1111111 .1 illlll11111II 1I111I1�1�1]i IIIINIIINllllill IIIIIINI NNIIIII IrrlllMl IIHIIIn InlliHl Irrr111l1(IIIIiIn nnlll�l IIifIIm1lruhln IIIIII nllhnllnnhin n111n�1 InIIn,I nllllnllnlltrnilllnlllnnnllrlls I1I11111i m11n1 nlllnrr rn1lrnl rarhlll nrlllll Nlllnn ul1ltill Inllnu nl I LUMINAIRE POLE —_---- I ( p PROfF I I POLE BASE COVER I 6NFF,P s% ROLNO R.OD: 5/D' DIA, 8 FT I I c� 16,57 s LONG, COPPER GLAD WITHI I 6 R0V f LW,-ER PULE BASE, �- MIN. 3" EXPO5l1RE AT TOP OF _ _ _ �PRO VIDE O�RAINA&E � 6 -- —• -- FOUNDATION WOL WITHIN BT CIRCLE. r ` NEEP HOLE lGON SECTION 16000, BASIC ELECTRICAL MATERIALS AND METHODS �204�, PART i — GENERAL 1 .1 DESCRIPTION ANCHOR e(XT15 5UPPL.IED �"� 12-31-1997 W1TH LUMINAIRE POLE, KNUCKLE MOUN I' --- -TYPE 'SB' FIXTURE, d A. Do all work in accordance with regu1ations of serving electrical utilIty, INSTALL PER MANUF. AIM AS DIRECTED 1 telephone utility, National Electrical Code, National Electrical Safety IN5TR1)CTIONS Code, National Fire Codes, and other app l i cable codes. X11 BELOW "—RADE J—BOX 1 BY OWNER B. Whenever the- reeutremonts of the Electrical Sptclflcatoons or Drawings WITH W.P. COVER AS txceed tt.ost of the applicable code or standard, the requirements of the FINISHED C742AGE REQ'D BY FIXTURE, � � Specifications and Drawings shall govern. s (2) REQ D CONCRETE `� (~ ~ N , C. This Contractor Is bound by the General Conditions, Supplementary , 1 •' BASE Conditions, Special Conditions, and Division i in addition to this <1 a N Speclflcatlo" and accompanying Drawings. ZD pp _ • D. Bidders sM:tl view 1N1e site and shall include all costs incurred by existing conditions In the bid proposal . A E. The contractor shop contact the serving utility representatives and e e ' a' • a / C..� C]C � it verify If any charges will be rendered against the project. These CONDUIT— charges, If any, shall be includ�tbase In the bid figure. 12 / I I I I ,4, 7, cm 1 . Electrlal Utility RrpresentrMo .tivoi Mr. Orion ore, PGE, / a I I I a Z (503) 51+0-1351 . 1 -- -- 2. Telephone UtlIity Representative• Hr. Jim Wieskomp, G1E, 0� 24" / / a I I t I 4 J r- (5 > 620-5943.. � 24 1 .2 QUALITY ASSURANCE a I I I I k3 HOOP TIES .- I h I I o 0 A. All materials shall be new, of manufacturer's latest design and of the NATIVE C) best quality. The materials shy 1 1 be manufactured in accordance with ' 12" O.G. (TYP) / Lai appl ►cablr standards of MEM, ANSI, or UL *not shell be UL listed. BACKFILL Q/ � Z I. Complete each system as shown and place in operation except where only / rough—in or partial systems are called for. Each system Sha 1 1 be tested VERTICAL REBAR >> and left in proper operation fret of faults, shorts, or unintentional (6) 06 ON 20" DIA, grounds. C. Protect e,rctrical work, wir•v pad cable, materials and equipment Instal led under this Division against domage by other trades, weather CAST GONCRFTE--'--' 0 conditions, or any other causes. Equipment found damaged or on other than new conditionBASE will be rejected as defective. CONDUIT { PART 2 — PRODUCTS 24" PIA.-- 12" DIAMETER 2.1 MATERIALS AND N1ETN'iDS A. All underground conduits shall be non-gwtnllic plastic conduit (PVC). 3. The contractor shall provide prern 6.•ound wire per code rules for all PVC run C. Provide duct seat at ands of all underground and underc Mab conduits. I LUM I NA I RE BOLE BASE DETA I L r2"* TYPE "58' F I .XTURE MOUNT I NO DETAIL E2.I E2.I D. All elbows incts,lled in PVC conduit runs shall be long sweep galvanized NO SCALE NO SCALE rigid steel . C. Wire shall bi copper unless otherwise shown on the Drawings, No. 10 minimum size for lighting and power uses, insulation to be type, THHN or THWN except where adverse conditions require other insulation i:ype. W F. Splices and Terminations, Splices shall utilize wing nut connector Installed properly; spices for No. B and larger wires shall bo made with approved pressure type cmnectors; all taped ,joints shall be al>plled in , hal —tap layers without stretching to deform. j 2.e OUTDOOR FIXTURES E I A. Outdoor fixtures sh,oll be ,,ativrproof, heavy duty types with ballast } 0 Incorporated to the (in,; -"ire housing. Lenses shall be Feat and impact Ap %j resistant tempered glass. Lonses shall be fully gasketed; latches and fittings shall be stainless steel , �—.. I. Outdoor ballasts shall be high power factor type Ballasts larger than LIGHTING — 1-1XTURE LIST - � ��„ , 100 watts shall be constant wattage type. Ballast housing shall be _ completely weatherproof. All ballasts shall be capable of providing TYPE LAP MANUFACTURER CATALOG NUMBER DESCRIPTION — OPTIONS _ CJ � reliable operation of the tangs at the lowest temperature normally encountered. SA 25OW HPS EMCO ECA14-1-3H-250HPS BRP TYPE :SHOE BOX LUMINAIRE TYPE 3 DISTRIBUTION. rn p SSS20-4 POLE MOUNTING :ARM MOUNT MOUNT ON 4" SQ' C. Lamps shot conform to ANSI C78.380. High pressure sodium (MPS) lamps shn 1 l be clear, manufactured by Gentry 1 E 1 vctr i c, Sylvania, or Phillips;. HOUSING :DIE-FORDED ALUMINUM 20 FT STRAIGHT STEEL d! ' D. The pone and luminaire system shalt be dir.tgnLENS/R[FL :TEMPERED FLAT GLASS POLE. FINISH TO MATCHed to safely stand n VOLTAGE :208V LLUNARE Uj sustained wind of 100 mph. � ... 302W -- BALLAST :MFF QUAD-TAP W PART 3 — EXECUTION 3.1 INSTALLATION REQUIREMENTS SB (2) F40SPEC41 HUBBELL AFF-040-NL TYPE :FLUORESCENT FLOODLIGHT 0 Cd ' A. Electrical plans nr•e diagrammatic. Verify exact eoautpnent rotations for MOUNTING :DBL 1/2" KNUCKLE. GROUND MOUNT HOU�lG :EXTRUDED ALUMINUM all Equipment. Coordinate with architectural drawings and installations to avoid r_onfIicts. LENS/REFL:CLEAR POLYCARBONATE VOLTAGE :277V U I. All work shall be installed In a Hent, inconspicuous, professional 62W — _ Bj ALLAST :RAPID START, 0 DEGREE Wanner. Conduit runs shalt parallel structural liars where exposed. j - ' C. The contractor shall furnish catalog cuts of all lighting fixtures and electrical equipment to the Owner for approval prior to purchasing. All lighting fixtures and electrical equipment shall be equal to, or as specified on, these plans. D. All conductors shall be tagged and Identified at all hanoMwles. L. The site shall be left clean and free of dirt and debris. Panels, fixtures, outlets, and equipment shall be Wt clean and free of foreign retrr'�Is aval dirt. F. Excavating and Backfill , 1 . Provide trenching, backfilling, compaction, repaving, or other site restoration as required by the work done in this Division. Minimum ELECTRICAL SYMBOLS trer.ch depth shall be 24 inches unions otherwise noted. Install b Inch wide red vinyl tape with loitering 'Cautlon, Buried EleLtrlc Line Below' 18 Inches above all barred electric lines in this oD H.I.D. AREA LUMINAIRE, POLE MOUNT contract. 2. Excavating and performed in accorded err Installationrequime of electrical �� FLL< RESCENT FLOODLIC3HT FIXTURE GROUND MOUNT o cork shall be ptrformtd in accordance with requirements sped:yid in Division 2. BackFill in excavations outside -if building may be •N excavated materlat From silo containing no rocks; over 3/4 Inch In D _11h1CTlON BOX diameter. 3. Provide all necessary bac.:fllt mn:trials, whether from site excavation or from off-site borrows, to completely fill excavation. Q CONCRETE TRANSFORMER PAD G. Guarantee the electrical installation against all der"ects In materials, equipment, and workmanship for one year after the date of occeptance of WIRINO SYMBOLS the work. Defects shall be properly remedied to the satisfaction of tha Architect at no cost to the Owner. / H. Contractor to provide a pull wire In each empty raceway in which wiring ��fO �� Is to be installed by others. Leave minimum of 12 inches slack at each \\ � HOMERLN — end of raceway. �. END OF SECTION CONDUCTOR 51,E (IF OTHER THAN 012) - I PHASE CONDUCTOR 0 .y NEUTRAL CONDUCTOR p Z GROUND CONDUCTOR BURIED CONDUIT Job No. 952 By-. SWS ; Datec 8/21 /9f � 8 E2.1 Of i4$00 SoyFILE: SIT 06,0,.37 znd Av@ 'Oof 1(; IF THIS NOTICE APPEARS CLEARER THAN THE wOcT 9 1998 OC DUMENT,THE DOCUMENT IS OF MARGINAL QUALI'T'Y. 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