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15875 15885 SW 74TH AVENUE • r. - ...1 1.. a• !. i. :d' ,,M ..4+4.x• �, 4 s +,•S r � ;�,r �.'. ,Y: . y - ,• , Ilk ,, ,. � - w ✓ - .. '� f .r:w', , 'i'„ - 'IIPt'. t >i''t�.i1�.. ,,�„w ,.,,�.a.-.+.,-'M;{!' r's:w rr� �• .� •r' '.J f "� G• 's- �.fw�'V, 311. Y y� y,y. Y �� •�'�i a Y. .., - ,• •ti 4•i�;i+r r,A' <• �p ! -w'., 1 } ♦. ) 1 - s .+ .. +'� ; - .,. _ •i'. ..` i w'r'S - . y,. t •�, .°q r y' K. '.�" ' ,, • _ .r':, • .r.a �. •..r � - '{; -r" -, a, j,,_ 1, r� rte. � r+ '�:-• .i ... ` ' Y"? ir1 ryr►t �, r tl 1� �, , �, + � 4e .44_d Ali, •t^y r F• .� • �,s' � �,• +• t• , '' ^�,'' ._ 4 a r r - f=( [G CUPy ♦� � . T�p,,,, , AW,DV d� .OF TIG.............. RD "1.' i•' Condltbnally Approved................................. For only the wk a6 'bed d r0�- f —� 7 d; PERMITNO.P 7 �_L`"" 1 2 Seo Lollar to: jkFoltb�w........... .......................,......... .TIGARD9Address:T4thAVENUE •(I ),: ,;� 1+ , By: Date 1 LLj 1 •J i r ' 1 , . � •. , � ,,. (l/� 111 y � � cC: INSPECTION REQUIREMENTS OBSERVATION SPECIAL ' 1ZJ 5 l I •_ '� 1a'. t FOOTINGS. EXCAV�ION COMPAC I a i t 22 O — FoonNcs: FOkMWORK REINWF r+c - a Z t, All PROJECT Of TILT WALL: FGRMWOnK REINFORCING SITEolol K m TILT WALL: CONCRETE ! A WELGING s / LATERAL LOAD RESISTING ELEMENTS •- HIGH STRENGTH DOLTS « DURHAM RD. / DRILLED EXPANSION ANCHORS a`' a IQ EPDXY ANCHORBOLTS W F. "' a',• 1 5 pN�y N 0Q R� RWING. J ►— STOREFRONT/ON OOMfS: C)wne1• _0 FOR INSPECTION REOU REMENTS -SEE SPEWCAT10NS yl _ PACIFIC REALTY VENTURES, INC. 3 X a WW 4 f s 17700 SW UPPER BOONES FERRY RD., SUITE 100 IOU mu Portland, Oregon 97224 0 00 Vlcl � F �1p o �Phone: C50�) 670-5424 toPn re)Fax: (503) 670-9400 CREEKVIEW BUSINESS PARK Contact: DANTtL G. MALONEY SHEET TITLE •i ��.� ' C- 1 COVER SHEET ~~ SITE PLAN Engineer: G-, }. G-2 SITE GRADING PLAN VLM K Engineers G-3 SITE UTILITY PLAN 3933 Southwest Kelly Avenue G-4 EROSION CONTROL PLAN AND DETAILS Y I', -��,?� � „� � ., •. ' ZONING CODE I_NFORMAT' ON LEGAL_ DESCRIPTION G--5 SITE AND UTILITY DETAILS _ ;. rr Portland, Oregon 97201 L G-6 SITE LIGHTING PIAN ~ Phone: (503) 222-4453 ZONING: IP LEGAL. NE 14 4 SEC. 12• TOWNSHIP 2 S; RANGE 1W SVWILAMETTEfAX u1.{�' °.�'•': �' Fax: (503) 248-9263 PARKING SPACES REQUIRED TAX C OUNTENO, R-513448 T 1400; MAP ,1251 120C w : M �.: ., • SV-- 1 SURVEY i i+ J . } Contact. JOHN T. BROOKS 8t"Di"'c �- } Y _ -- �' TYPE REQUIREMENT z APER PROVIDED � NECESSARY BUILDING CODE INFORMATION BUSINESS SUPPORT 1/350 SF 9.864 SF 28 SPACES r Surveyor: L-, , ' • e�utvwc 'F" LANDSCAPE PLAN BUILDING "A" L-2 LANDSCAPE IRRIGATION (BY OTHERS) •+ ! .! TYPE REQUIREMENT z AREA PROVIDED r NECESSARY CONCSTRUCTION TYPE:UPANCY 5N B/St ` G LLA TI�1 SURVEYING, INC. WAREHOUST 1/1000 SF 27,875 SF 28 SPACES SMEYARDS: 4 AT 60' �� 1 SUPPORT OFFICL 1/200 SF 6+000 SF (EST.) 30 SPACES SPRINKLERS: YES A-1 FLOOR PLAN BUILDING A ' _ 112 S.W. NIMBUS AVE. __ — AREA: 9864 SF ` BASIC - AOOO SF A-2 ELEVATIONS BUILDING A r ' , TOTAL BLDG. "B" 58 w/4 60' SlOEYARDS A SPRINKLERS, NO LIMIT Beaverton, Oregon - 97008 PARKING SPACES PROVIDED -- - • A-3 FLOOR PLAN BUILDING B Phone: (503) 641---0308 eUILD/NG W a Fax: 671 -0877 TYPE _ SIZE SPACES PROVIDED A-4 ELEVATIONS BUILDING B w, ► ° STANDARD (6OX MIN. � - BUILDING •B" p' "t Contact: H 34 8'-e` x 16' w/ 2' ovERHANc ss OCCUPANCY CLASSIFICATION: S1 A-5 WALL SECTIONS BUILDING A STD- VAN ACCESSIBLE 8'-8" z I6, W 2' OVERHANG _ / CONSTRUCTION TYPE: SN A-6 WALL SECTIONS BUILDING B Y �'k-'• ;, ,. ' COMPACT ( 8' >< 13' W% 2' OVERHANG 0 SPRINKLERS:OYES 53' AREA: 33475 SF A-7 ROOF PLAN BUILDING A & B Cy EOTECH: •+;71 �' � .. - TOTAL: 36 BASIC � 8000 � w/4 50' SIOEYARDS - 14°000 A-8 STOREFRONT ;ALAN AND DETAILS GEO DESIGN, INC sPR � . @UWNG 9` INKLERS z 3 - 42,000 _ a ice•' TYPE SIZE SPACES PROVIDED A-9 SPECIFICATIONS 17400 S.W. UPPER BOONES FERRY RD., SUITE 230 STANDARD (60x MIN. • 34 8'-8` x 16+ W/ 2' OVERHANG 49 — STD. C d'-a; x 1d' W/ 2; 0y��ANG 2 -'-- — r PORTLAND, OREGON 97224 STD. VAN ACCESSIBLE 8'-8 x 16; W/ 2 OVERHANG 1 S-1 FOUNDATION & ROOF FRAMING PLAN BUILDING A PHONE: COMPACT ( 8' x 13 W/ 2' OVERHANG 49 503 968-8787 S-2 FOUNDATION PLAN BUILDING � � TOTAL: 101 - ti � FAX. 968-3068 S-3 P,OOF FRAMING PLAN BLDG BUILDING B ,< ti Contact: GEORGE SANDERS, P.E. S-4 FOUNDATION & ROOF FRAMING DETAILS r �,•, S-5 PANEL DETAILS & ELEVATIONS Landscape Architect: REVISED DRAWING O RE—ISSUED WITH NO CHANGES / DELETED DRAWING Q ISSUED FOR REFERENCE ONLY Ogen & Associates PUBLIC UTILITY DRAWINGS UNDER SEPERATE COVER - y ; 11855 Southwest Ridgecrest Drive Portland, Oregon 97:209 APhone: (503) 844--506.6 � ° Fax: (503) 641-3092 Contact: Janet Otten ; .;• `^ '� wt ' 10.d ��[ PLOT GATES: ► � u.. 'l,�, !�, - .1 •`' 1'°t4i 'r .r 'a '• .r.^. ' -"L .. ,ti.-+ -+:_r ., +7• :n.4 tZ,..,' f .. .. ,. `• ,' !r' '.�. ,�, ° r ,�,•, -" •/.rflO AMMI ' -•i. Air ' + 4i•° .,, + a �.. 4 s J e`` ...s.».. " + ' • ON A�MN 1147b.1we EW 74th A* �.`7 PLIMM-0r6.OLMM 011'1 i R a r r w 'u •F , r V 1.►• 5 4` 1 •I► lot 37 14 L. � •K t � 'l f tg : 'c •I��{�� .A Mr \ t M• �-iY• 7 Am a 1 tea,, - .yy�. y "�^a"dT'r Y.. • r'•., •.p: ��. J. '1, M. :.�Yw �,,..,_ r .... •.�r„"'^Mr'V'w"„_ "�'•.., I- . _1 /' \ 1 .. i+^.`r:'•1StlRxt'R.•'.�1• to 1 lI II II . . Ilf �� .) 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'- Vis, - • -� 'r•' t t4 :1, �'i,:r•,•, - r,.n�� '� •.tiw'..�: . .,J` - �. t 'a� .. s. >`. r .. _ / • , 1 K 1 •.e t - - It C • It }Y+y•am•r �• b;14 •' 'r / Jam! .�/ .�'• ` ' JI �'"°" � — --• -• C?WSTIIVf, G,�rlNt"fiutJ^ SPPtNKl.FN IRRIGATION bALot 'FLLPHONE Pf.-tiSIAL t5 CAS ';,A5 LINE x w '. - / WA - WATEP UNE rr rsx Rt ✓ TEL - UNpFk (3R1f'.1NU TF,I F+'HONF UNFS ; N C`► a .• ( '1 SANITARY SEMP LINE w � � .�+ --- pWR-- - Utfr_IEHGI•'CIIN" tLEC1uIC L!Nt5 [ €; r 30 VIIER AsE IrPIT / / OHW - •!'1CRHFoD G'I_wEk ;INFS / �a // s` sa:as 5T,„FM kAVP 1_:NE p CHAIN IINi. FFNif Z ArAILR VALVE i - :/ CATCH GASIN P ',ANIT '- MANHOLE ('!rNLfSS NC+TEf] OTi"IER'iNSf) R�4p♦ _ ,y / •J ', 1 / �:- 'RArFIG I II,HT P��ST AND ARM �A F 41 FFIC K;4A, BOX K. _ 1 EE T LIGH T two !e 20.0' SEWER EASEMENT G $ r?I:•LR r �'•, �. / _ "�L- GAS blf 1FF ` '_ �. ' 4 . . - vAS VALE DECIDUOUS IRLE ✓� r'" I / GONIFE�15 TREE � SIGN rY',�ft ' .� �-.. ` �1 n / � �'� � •', '' ,'�,' `♦ r � .'� ._ uUYI ANp(4xUK ;••s ;�s , ' ..' �R gyp► "q • ''. r - / . L' I r „I +�+ 3 WnTEP MrTf.R C� // ;� I r,W;, Ir n, ! z1 / ✓/ •� I UNDFRGPDUNii ItTIIITr' N i. n TRASH VAULT ' Sw ;', ♦ / � \ ENCLOSURE O * 1+1� /•' l,'"RDI!: \ (SEE DETAI - SHEET 14 G-5) 60• TRUCK c• / /, I e ---- (Y ' \ \ C ;} W K r' W.�rtL ! Z ! �, - h r„ LOADING DOCK cONd1ETE SlA9 �" x ' 7' THICK UNRENFORCED CONCRETE � 117.5' 1 OVER 6' COMPACTED CRUSF#.D A.`. / p_ 5.0' I'n ROCK BA r 1' LOOD PLAIN ! Tri r + +,�►t fir . a SE LEV. - 131' I ,' in r X k ' J50' EXTENDED C_1RD'2` - ' 5'-0' FROM WALL F �rS FR L OR ti::,LK 50' I TRUCK GUIDAINCIV G-5 UO C fb,�sti V 9 AREA 33,875 coNCRETE ;p'�,� �yo ,....--• _" �' J' ' s QFT RETAINING p' •,; wV, ��; �, RT;4 ` �`2� ,' i PARKIN = 101 3.0 TH Doac WALL r, no Creek y, LOADm AREA MIS O7 SLOT r '' •rr,,�"; Is:r,. ••at - ,r / ,1i fir,, �y'• • s �� •I? _ ,' ,. �, 1 O� ;� : .. FIRE/DOMESTIC TOP OF SANK LII '! r, dhM 1RAI�SFORMER 1s WATER R1SEJtS � ✓Y a e / r '.,. I'''i F✓ I ' ''- —_ ' N ,Owl l ARDS \ JI Q7 SLOT y., A J �^' M ,1•!� �' ,, i'I ` 'rq ,' �' 4 �' 1 II'^' 4' , 'Yf ` �N Q t7.s• F ', ,^ '� 2• y / .,1 „ '`syr ' 8 c.Y, j. •. .. ./ j 1i F I 1 ;li 41,1 ' 1 " f C� J`, I/ {'qx n lr i ,I.y. 'Y �, ! Q BIKE , O RACK ( 1 \ , 203' i a l S� 7/G-SSS 5.0' a r J K '� t y �'� , I ✓' I I FIRE/DCMESTIC wyrc?. b•-o' 21 '- O a1 ,90.0' 25.1Y 0' / 1 ! I I ;4•, p WATER RISERS :;�. ,. / �. \ /✓ ` TRASH ENCLOSURE I I 25. ENTRY o ARE = :9r8V4 S FT s ( 1 I ------ - 1 ' v�'y �_� t g SHEETf4�•-5) 1_j%L DETAIL }` 25 ENTRY PAR TNG = 34 3.4/TH '_ _--- "r• r .µ ..: > ., QvIsION 50' ELEC. TRIANGLE +� G-5 1 ROOM ENTRY `� PEDES IAN TT.I b . ENTRY ,d tICCE 95' 53 _ , r �I. I' '�•• � nl I ,I r,� I 1 ( •I"� +' I" � 'flK DEVELOPMENT LINE / !"„,, 0 1 t +++ 4'-0” ,',1 1 6' 7" t l 11 ':. Ire 7 SLOT H 1` 4 ,wy / /tp t, I i S'-0' I WA�K i I I 1 'ri _ I + • WALK - t �a EDESTRI � � + WA �, �� I —.�—�.-.r.—�... ---.�..—n,.-----—..—..rte.�r,�--.-- r... .�_ _ IRIANI I;r I �VISIQN O TRIANGLE SI. T yip I' i� OT{I!) �� fi'� I A C•. I g♦h r k .i"r, ♦.�_• 1�f•• _ ��-- � M',. !;I,:I +�I•G' ry I� I '�1 °j�. Y ,: i :1,��.' „1. I. ., 1! 1 f (,' ' ��!q�''C :r' 1• O _ - - `_`-��- �,�I I , , a4!{;Y;h4. .. t�'I' :��I ' � ,,qq',I I '�� •�I I .� .'rH•:�5, 'i I1 '11` � � •ti ly JA LIZ mill 'Y * ` NEW 5"--0' WADE - - SIDEWALK PER GTY -- - --_ T�--,- , �_ '^ APPROXIMATE LOCATION rt 74TH AVENUE OF TIGARD STANDARDS -- -- --_ - _ -- - — " •_-- - ----•- —' - - _ SW 74TH .AVENUE -- -- -- K,� ' MONUMEN f SIGN SEE A/G-1 FLOOD LIGHT EACH V / ' • s: t SIDE .4 ' SITE PLAN SYMBOLS: � 1Ir SITE PLAT': ASPHALT PAVING � .. BASE 1 -30,0. KEYNOTES: LANDSCAPED AREA 00.0 CONTROL DOMENS04 k.�A ♦ .-, O RAMP SIDEWALK DOWN 1'0 ASPHALT PAVING AT 1:12 MAXIMUM. G GARBAGF ENCLOSURE M "` PROVIDE CODE APPROVED TACTILE WARNING. SEE 3/G-5 EXTRUDED CONCRETE CURB, LOCATE AROUND ALL SIDE S DISABLED PROVIDE CODENG SiALL OAPPROVED SIGN'AT STRIPED STALL w SCHEMATIC SITE PLAN 1"-30,0' LADSCAPE ,AREAS AS SHOWN (U.N.O.). 5'-G' TYPICAL SEE STANDARD DETAIL AT SITE DETAIL SHEET. LAND AREA / BUILDING AREA SUMMARY -'-' CURB RADIUS ATC RS (U,N.O.). SEE SITE DETAIL SHEET 10/G-5 ,AN SIDEDISABLED CCESS. PROVIDE STALL 9.0' STALL CODE APPROVED SIG/T EACH STALL 3 3" WADE PAINT STRIPE. VAN MIA�IIIO RUE8M10 A �RAw10 • TOTAL COVE1tA SEE STANDARD DETAIL AT SI7T DETAIL SHEET. dJ 1' 41 NEW CONCRETE SIDEWALK. SEE SITi� DETAIL SHEET 12/G-5 >IA/E ARA - - lL14tN7 lI�T 30' 60' 90' ?6C NUMBER OF STANDARD PAWING STALLS X 5 " X 3'-0A�Ei,�CCR TE N1�NJ 4' - NRE ORCED�AaN AREA �M4!�T J3aAl! T 4�7R iaT IB I .� C� )• A_--, .� . NUMBER C'f COMPACT PAWING STALLS X UJ WAR L 111410 t AM - - 1�� T NOTE: © PEDESTRIAN AI,CESS: TORCH APPLIED SIDE STRIPES 1/a' THICK, Z) PAMq ARA - - PROPERTY LIWE BEARINGS AND DISTANCES AS WELL AS SITE AREA d' WADE WITH ;TACTILE WARNING SURFACE. PAINT STRIPING 6 SP Al 9. 0' � S4. O, NUMBER AND 00TH OF PARKING SPACES.CALCULATIONS ARE PROVIDED FOR ZONING AND PERMIT REVIEW ONLY. AT 2'-0' 0,C. IDENOTiNG PEDESTRiA% ACCESS WAUCWAY �'~�ff�f �i COMPACT SPAO!"!Z ONLY AS NOTED.PARIm10 R un 10,/ REAL PROPERTY LEGAL DESCRIPTIONS AND AREA CALCULATIONS ARE ti./� q �- TO 8E PROVIDED BY A REGISTERED PROFESSIONAL SURVEYOR. O7 t2" OT 1 LANDSCAPE ISLAND TO ?B� Li ALLOW STORM WATER TO PASS r CATCH BASIN • 1 jl° t.i.J a ? O VISION TRIANGLE 30'x30'. NO • MANHOLE r a ' t r,►` O8S7RUCTI10N OVER 3'-0' HIGH n/h piy.,L a�y1`4' }r , .♦ UTILITY POLE : Y FIRE NYORANT Vr • }r r %"1 mai 7 '.� Ih Ii- 4! = +rt , s r ® U711JI� VAULT 9 DAT[ TRANSFGR4AER AND PAD y n rR�• . VALVE BOX COVER 7CA.E N0. PLhro8-0275MI-MM0278 A5 NOTtD "I �E 18878,18886 SW 74th Ave. � t �T WALL MOUNTED U*4T 2 of 37 ORAM11 Fft DEPARTMWT CONNECTION .,+t, t • W M GAI VALVE 3/14/N0T18 31E2 iMTW 1YTW A -+ ♦,. ,1 0 3/20/96 0:42.40 Ab SHM No C" OUT / S2 M � ' Yihr�M'Fk O r 4/B e 14;4 IS. IWT11 N y t ( 3 98 t t J 1 � Ij1 b: a 40, 11' 1 '{S, •i. ,e'r�' •r� i[�J.,. 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', . 1"' �� y,.f rM 1 tl+, r 1 y a• Ail, �f1 .. �.to (; r C I ti}'r t, j. + M 1 'vi •,ry r '7+ I ., ^d 1"` :r l J r , 4 `�' tit' I I, I < , IVA �' - N 1.��.c K� < i 1.1,- 1 �� 3� ;.� '" 1 _ ='PRINA:LER iRRIGAII�bV YAL�'E ► a M 'y *; I �;.♦ - GA•-, - i�AS ,INF. 'I ITF1 Ff HpNF �FI�iSTAI ,i.t+✓w. , t WA - WATER LiNE lt �, % 00.{- I:' --- TEL -- UNDF'w GRf�IJNf.1 T;,.EFHoNF II S { J 11 . .•' `� NE jA,N�TARI SEWCF' UNC P - t r�DFRIP(iUNO ELE''TRi'' LINES � --- 01IA --- '1'I/t RP,LAp PL)*LR UWEli w ,,�. � et // -- -- - S T4I?M SE1M!� _ir1E N r , i4' '-•--- ' /+y � ,'"' . : i, >_ :r,7' 1 1 - `WAIN I INK FENCf _r)R 1 r'' �, 5.39 ACRE: C c't �, - i�,TCH BASIN r oiN4R - ' a► Oc L(A740 �,1 k 11 I I / cIAINLESS �NQTEQtHEk►Mjt) . I . 11 . r » ,... .o 1 a.;- TP,wnr- ,IvHT F'J i .AND ARM (\\may �iap +` + �}' T + FK' S1t�lAl 6�X \1�`ky 14 trC Mt i.•It ..4.2 ;k - u - - RtNf av tiEAI \Yrs ''L rl '/ � tai. ' Gp= Pl,FR �. Vii-. , . -I . 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'.'.a,. . :� 'Z. r' x.. ..a p. fi y:• ►' � i' �� '1 _ �. a �' ,. 7 r1 r : ;► F f t J r' ;.:. ,. r�' a '', .'la - 1 ilc a / "„4 'II: r '� t' ty: 'J •. y !. 4 �" , w J y� ' W � 1 fI :h • 1• fi Y -�C. 1 . .',M.i It t r {.. It yr i r � J ,, r li I ,^ . i '�. ,i � M1 4 111" ..111l "",4%4.4. Y• .aA Y �. ,'M•�. '-� , -,Y- f.. .fir 'v 6 1 1 � 'A - . VW7 • 1 F 1f Jif �,,. , r }„•a. .„} t „�'' 4 '/ Z-• - ;t'. • I. -� rt. 'tE "f ! ,r.:. ,4 '�' . i at -- ,, d . , t, J - ♦ �4.* 1 11': .x' t T ,,1:' 'A'i. �.< ..L: J, ,.ti, t 7 �. t �a •f tar. i , i «. f 7 n. «' I 1 C •'rR. .v w h' t..a '1 •�- i t w t., y. II' N r ! �' r• :, .}. , .' r - ...r I - . w J' ., 7 ".•r.. ) .�,..,, "w r J•t.^ 'f" .,IA,t; M1 ! t 3. 1. Jf• M.. K a ',J ';7� .r ',. . )<' if r Fa tet• K1:1* i .,l • c ,.. v. 1 J , J-. .r r .I, 1 ^I . ,' M ••fit• ! k ;. rr " 1�� 4 \. 4'" .. } , 7 11� N f .i t n4• I/ ,r' •l l fiI. M pari. i r �aI 4•' : o� ,•i� r 5~T t ;:,`' �+. J. i ., 1 �'.. ,l .'ff.. ,f. .Y ;•1 ,,V,1.f.'.. Y.'• , a' . • ,'f a •R' .t 4' .+ '� •.I•- , a a , . ; r - , r; r '-1 '.J' ♦ •,- { , S rT YP. 11 r dt" a <l• Y• .. •1' 'r •.. r S : �': ► ♦ l Y J '., F 1 «^ 1' N. -r Ai r c . sJ' •�, 7 �r 'L I ]' ',Y. 1 � a I • `L ' w y� 1 'd. P' 1 Y I `.r a ''A L. r� f , - ' '•J 1 ' . . .( L - ' .. - . 1. +,N Ir 1,: y. Y',J'hiMhv,.k -Ap-,�-P, T.: .t r ,`'1: •} 1i.f'. '..;,. .' 1 1' 1 a• n,a 11 44,',hr 4�,.a of f. , •. �•'i �r40-m-mm" � Wrr�Mm*$b&..�� _ �.•-------- ---------+-------.-:.-..--_'•y -,-1--_-_ 'k �.. I 11 7) I , ,, ., N, , t * _ ` « .'y R .I.. EXISTING SAN4R'-SEWER NATES / '/ . ry1 fel j {� ,a _. _ O T N TQRi� DRAINAGE NOTES i , - , _�/� ~ •�, � a ,Y al' -� _ SANITARY ►sANHOLE �. I�'- - e ,' 'z g �` : RIM/ F'.. 140.50' , -, '� __ // � /a � EXISTING G d ON EGENQt. .,� `«i .r. J I.E. !;� NORTH 132.00' {10" CONC.) / -�It-� 1" •i / s i « I.E. IN EAST - 131.78' (10" CONC.) 0 STORM MANHOLE 1 / � / %. SPRINKLER IRRIGATION VALVE � {� wy LE. OUT SOUTH - 131 65 (t0" CONC ) RIM L"L. - 138.81' �� 1 / _ _• / r f I �e• I I.E. IN EAST 131.43' �36" CMP) - / / - TELEPHONE PEDESTAL. F+ ,� ' ' S%r j (2� SAN i ARY MANHOLE LE. OUT WEST - 131.39 (36" CMP) `- / / GAS -- GAS LINE t e ./ ..ALI 1.t.w " RIM N 139.79' '' - / / - w>✓ - ,/ / yyq - WATER LINE l I.E. IN NORTH - 130.58' (t0" CONC.) �3 I.E. IN WG - 136.8?' -�• / / .� IX w 3(' • � , I I.E. OUT NW - 130.54' (10' CONC.) (12" CONC,) -- --- / // / TEL UNDER GROUND TELEPHONE LINES ,i Y, '; 4i1 , > r h� «4 111E ' / // / �- SS -__ SANITARY at'EWER LINE id . a-,___ �[4] I C, OLT SIN - 135.25' % _ p� , ( "M a J SSANITARYELMAN 39.20' !=a ( ' '-� �� ' `, // i/ -- \ !c4��}n {/. ,\ .11. 1�" CONC.` -- PWR UNDERGROUND ELECTRIC LINES 4' %%M 1MItL� I.E. IN NE - 126.60' 10" CONC.) I.E. 0'JT NEST - 136.95' J _ � __ - - / ( / --- OHW---- OVERHEAD POWER LINES 7 I `a . , '! r DOUKE CHECK ASSEMCLr LE OUT SW - 126.22 (10" coNc.) (24" CONC.) 30' SEWER EAS[MENT �/ !,, / - ,�, / s>oc tt1� ,amt STIORM SEWER UNE i'� 4� `� i x j (� SANITARY MANHOLE © I.E. IN EA'iT - 135.36' .-' BK 853 P 431 / I / ---- x ---- - CHAIN LINK FENCE J I I RIM EL - 134.59' (12" CONC.) � _' /,I,LA = ...,q. / / /�� i g WATER VALVE a '1. I 9 '��'(� .k- f--- I.E. IN NE - 120,70' (12" GONC.) - 5 y< :E5 / // / 20' SEWER EASEMEhlT - �► 4n . ?t• LE OUT NW - 120.58' (12" CONC.) I.E. OUT NEST '35.13' - / /i / - CATCH BASIN � V : 11 f T " 'a1 , If 02" GONC.) / /// // 9K 1198 PG 297 - SANITARY MANHOLE � li � i,t 5 SANITARY MANHOLE / ' #)k',� ,a, 0 I. IN EAST - 134.09' / (UNLESS NOTED OThIf]iN1SE) ti� 1 RIM EL. - 146.26' 0 1 / " A ,-4 --- - LE IN NORTH - 137.20' (10" CONC.) (36" CMP) 1 / // / CE=� - TRAFFIC LIGHT POST AND ATRIA __ • =1 `ol-4>�'••a',: r,I* 1m�1r0 y� �..r.a... -N I.E. OUT SOUTH - 136.90' (10" CONC.) (� I.E. OUT WEST - 127.62' // / / ffD - IC SIGNAL BOX I M a��, _ • ' ' I -, 24" CMP / / ` 4+r 4'.:. T r '" q"� SANITARY MANHOLE ( ) 1 / / A - LFR HEAD r, ,i 'I .1 �`"� RIM EL. - 138.46' / / / - S RISER I ;p :'4 1. /� r "RE I.E. IN NE - 132.81; 12: CONC.) I ,/ // / EET UGHT 1 -1 M ,` *, •' , I.E. IN SE - 133.01 (12 CONIC.) / �/ // - _ OAS METER r I.E. OUT SW - 133.06' (12 CONIC.) // / �� V0 . - "I`' , , .- - --- __--- SANITARY MANHOLE ": / -• GAS VALVE l r, .i 11 �' .•''- ` -� ,r ' RIM EL. - 128.13' y ,,.'1 i!. . ' ' I.E. IN NORTH - 108.98' (36" CONC.) / / �/ /// - �.; ,_ �• �� ' DECIDUOI.IS TREE � ��' F I.E. IN EAST - 119.51' tl2' CONC.) / 1 *' . r '4 _ NIFEROUS TWEE �. s• s 1 4' N _ .- 6" CO C I .8 3 IIaI T S 06 r. I.E..E. OU OU - / i ,� �;rti( '• _��_ ( ) OUTFALL iD �!M `.i� r A.x�`' ; 11 y ,*.,"' 1`I DETAIL ST >3 /// /�/ // 4 KE DETAIL THA MNlR `� - iA �; i 2-•r 11.0'�IDd / l -.� = '`_ - -O- UTILITY PGLE ' cu8V OUT-13LI M_ - SIGN it 11 N Y � • � / - _�_ t i i` �`,% -3 - Cid1Y ANCHOR `0%. h r , ♦r: , . .,.. �y� / - _ %, Yi•`%%t,% 0 - MAIL BOX � V. . ..MON A-A z / ,/ �-.r- i' `'1r`►`1)))I m - WATER IN4ETER ;", k3� t 'fir' ti __ - / // / "� 1I`I ','',i CEI -- UNDERGROUND UTILITY 1a. ,«+"1 . t "'6 r,e ViCE MAUL. WITH 'VMO FDC GREENWAY TRAC1' rn _ / I' J y w -a.-.__ a" _- __.. .__ ��; VAULT ' . �'1tt s " T N.T.S. 7x �' .-../af. i -S�O.O100�1M1-_ C. . 1� ; 1 11 j� -ti / �// Q i 1, T(3P0. NOTES 2 0 i .. . �� il;' ! ,.. -- C.O. It tiI t r r / / /CLO. b"STS __ ,� S, �„ 1,III 0 Qt STANDPIPE (GAS) t. / / S.�010� jjjj'�� W C '1"� v-2i It tI7 `P // %/ / I 2, 1 `6•S� 1' 1;# 2O STANDPIPE (TEIEPHOKE) •�"� 4+- J11 r"�b ' 3 ' l ,t �11 .:'r',"�a '.• / j 0 � G O �� f 3 CONCRETE RETAINING .TALL ,j.;+', :I."- �r O J.' 11 . y / Z 137.0 �_ c+.i: 1 2 // /// i m �' IE 13!).0 g O CONIFEROUS TREE 7RIPLIPIE 32 DIA. "'` 14 '' .0 OUTFALL TO CREEK / 9 / i i/ // �" I 0 r - , O ;*+ i Ill , . 4 n SEE DETNL TENS SHEET / r ,j' � r . TREATMENT SURFACE ELEVATId@ X 8rE 132.OA / I I �I� CLNIS t M I OPS - � �4 � .1 4` / / / / / I 1 r,; I:.;�_ 4" ADS SCREW 0' 4" ADS • - / // / / / 1 t. N • ': M IN CIZANOUT \ m .i .. \ .�. \ // // - /` I 1J4.9 �'� � `y^ 4 POND BOTTOM 6 / _ _-,---Ip- - ----i--- - 1` FJ .1' �` r f r ' ' . 0 CIRIFICE�� \ °O ( �® 0 � ,' 4 l 1 . ;'r.• t}•., ;.,''. 1' :* , ` 13M.00�OUT o F a n n o C r G k -� ; X ,I / SUIRMY PRiPMW rr. ;;, 1, i .,, :r, I)ST'0MA SLMER OUT Al. W J 1 1/2 CU.YD. Y. \I y1. I < < s 3/4' DRAM ROCK SEE i�// \ , 0 `\ \ - ' I I �/l11�8 ILVL MUM A1�1�ww r y y Ra� n i l A i it r-- _ 'b o� f/� `, \ �F 14 L�Av10111v1I. o1I1ooN Mroos r 9 7a fr �' , - i , r I � 'NEEPHOIE ///, C ft- a/ _ i e - /' ., r '/' 1 1 I /Z' 'l1aE M1-Q► ' 2 • \ a ' - r . �y, t \' I /� 17Nr r t -4 % •4r i \ d0/ N0. _ aDu1N A - - __jet l/y h . t _ . _L DAMI: AM K IN7 , li. 4^ y PTMr x. .a.a. .`` - _ 0 1 -1i,/// ' TFA F ' j/" �\ `\\ ,• C o. p: ,8.. ,,-_ ;' I 135 0 _- _ c.o. _ ' , c.o. Ste' 31.tiP - suMP -. •.,_..s-�S oro o - - 4r _=. n I �.mviil �. , 1I , A �.11 D c.- I, t 2.0 v. � / 134.78 I' IE 136.40 L .5 !/2\ If1 3 \ �\ \ . " . 1 RuIrd .�. . a y.^_,tr-- t IE 137.0 1 \ i � - U ,x:1 1.0. 130 m / Ff= i 4®.0 { N \ I 0100 .. 11111111L. . � I . . -ti - ____T - __ - . I ... 1.. ,I 4 ' .„:*',; - < �4`�,r rr s -'4`."•i'• IE 1�9 j , ` IE 13 .65 i i !>' 1.7 av; M Z.;, I.-O. 1 ` r sem.-L=aws r�.i6 �lOGY \ \ I i `•'..�1,��) , , ..I ,� _ C.O. 1 k_ E 138A I l F I' ,y ¢ ) I . , . 4( ' NGT NOT TO SCALA - _ - / 6"STs .«^ r' . 7�� `v``\ ~ IE 136.0 6"STS S.p 0"0` Q 0 ' �A 1- _� IE 1 I n_1•� i 4 S �+. 1 4"SAN . r "+1 'I♦ . - "1''' �• l _ - 6"STS - '�` - ONE 4"IE IN F---,� t r ! iM :� I ",�) I , 3 N, Z7 i C .3a. , f 0 wI ST - w0. 4"IE IN -131.50 I -- -.- -.-�.5 -- 1 "fir•:.R ;: '2 WA G�IJALITY POND OUTLET STRUCTURE TYPICAL _ � (J � ' , * - -.. l� i •�( c.o��"'s- .010o s-o.o, �� e (;�' r�\ A - - _ If/j i t .s• Q 9T O�j.•,A a.` 1 .. � r , �� _ `�' +M 1 _ 71_ A L 7� �!'-1� I Jrs 4 . J' " \taL N-1,�. \ �T'N ��+ - `N ` ' _ - :1 IE 136.0 .S /rl •� I .,A 1. c r, .. pr w«r '}'n \ t,-!moi_ �1 //1 2 3 0 0 .30 , irt+�.,. t r t i. - 1 .. Z-._ LOP. w !3 IE 137.0 I M1E1 I . 1 rrkl• " \\` • _`_ -`- 300 "�''- - 1 , r- V 4 ;2 1E 135.2 IN �5 ..�..1 ' " i ' _, - � rs y al- _ - 8"IE 135.1. OU f „ aJ 1.H _ .,a- - - s.. v 1 W - 4 y' 'r� tf �`J " ~�i`` Tfi( `r - •0!!�r 1?f! 4400 ~i -_ "_- �� vs�f�- ` Vii? °a�+t '1 t r jf,. .� 'mar �..,.`___ - -i1< - �;=�.*iJJ&y�� _ :. �__ -_'� V �� air-o'�1A r'l�y +'tel'1�IIAa- �'`a__CS .___ ___c,r ._3 j t 1 t'? 1 .1 _ ICA 1___" :� -'1 .- - ,.� - - - ..ate' _ �11 -- __ , .. _• _a--� - _ _ - - 1 SIN 74TH AVENUE _. �--- « "' -- fCL .� L."�►"E`-_ ,, 5t 71t _, �- 8+00 �EIOIiWO 7100 �_----r--.-- -----. --- rl �, TEL. --� _ * -• _: z_-,___ A' r tQP. - ---------� - ------ _ _ - Altltn-- v 4 Al lE` - __ NEW - fw- - - -=r=-==-- -- -_:Z--.._' --__ __ --_,1" -- - !^,lig _- HNC) ..- -_b--- a �, - ,-n - _�111 1 ; �/, LI Nuys=- -�-1:�---- a I -t T N `� _ I 1111 _W2 �� TEt-�-_.- TEL -- !jI 5 G � � �u ' �1• II 3 ,�,"�"' V< , 1 '1►8 R111`r�':1 pi PLA11 ` {7 1/0 ! �.._. . . `�.-- �, s ,,11. KEYNOTES: 1 3�: I. ''� :K:/ . a11'' '4, , ! 1 REFL.ACE E70ST1N0 Ir CLIP STORM PIPE M11H NEW 2� RCP STMIM �SMPE. 0-0.0880• ! ••"••• . r :a . { K1'wrt, �i " �1 _ FANN EK O2 Nti1M STM ]EYIEiR MANHOLE IIN� {QrJ I b_ � f. , •, +'Ir 4 �'� .:" � A O 24-E N 134.10 �� `' i I 11+ a „,,, : r.� i; .J 10"E N (134.,30 SITE 1 11L1 11ES IIOJES SITEU�A -� a +,•'fit ?'� I1 4;° : . . tA"E N (NEr134.10 la! +' •'J" 36*W OUT ( 134.00 _ ' - - 'SAN-- NEW SANITARY1. 1111 1 -- SAN - EXISTING SANITARY M M CATCH RAW /J " ,, „1 O3 DOMESTIC MATER MOO M TN DACKYLOW DEVICE -- /'STS-- NEW STORM SEWER ,� uj } :! @ NIRW711ON WATM METER NTH NAQ II'LOW DEVICE. -- -/"STS - OnSTiNG STORM SEWER 0 MANHOLE 1 < Q25 r. - - -�- NEW ELECTRICAL --(,V- _-�- UTUiY POd1E l . 1 6 PVC AS1IA 34x4 OR HEAVIER WITH CASKETS. @ FNE SERVICE VAULT. 911E W= MAIIIAC1i011 70- LI,,J E- EXISTING ELECTRICAL /� AK FMR/ HYDRIR;T . I. ' r` 1 �-Ir ` A. INSTALL FM 9E7 W E VAULT AND DOUIM.E DETECTOR 01-&= AI .Y. SEIE DETAIL TMS SHEET NEW WATER to up METER c �� 3 ",# M. 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', fi, 4ol. - r aft"Ia.tw. , _ '' { . t,� S'., :V.. ,*m. ;. o-' 'r� t,# - . •7X`11 '$, - ; , .M r0, ��• r. .. _ ti .. ,r i� a iN .r. .I I,"A f► +R<1,- '9r t I, A *1m11IO1: 4 7 I �" _ ._ - ... .�-- .t y._,�,r. .♦_. .._ ._ s A' '� 1 I i1, ,1(' . +e!` ; y 4r Irl . �, i i / �l_�1,�•�►' •►n....ti w,q. w"y. _.+�w•.:�.w i w r__�.- - W _ .. w_... _ «..P ' , . t I 1. ��y ' - - I i- 13 �`. !_gip•��p,, ,y I4 •S li]'j . `f /' ^.y .. ..._ .._ ..._ _ _. �._-. _r__ -_-. ..._ �'jt+ ''^ .1„1 A 41Tf;_'11"t F. "., - "-•^ �„- '/- /j t ,. y� � -F / ' r. b ERASION C WROL PLAN - STANDARD "O ES LRO-NOT5 I T I G i - r (� / 10 1' . RE0011AIl1r0fE0 $TAI/DARp NOTES FOR EROSION CONTROL PLANS '� t - , > / _XI 7 .�� )� !!1)-d fNl,� / . Sv ;�'!"'1 �'tI• �" (Ff N TECHNICAL GUIDANCE HANDBOOK, REVISED FES. 1994) --____ . - � � � '/ / - / / SPRINI�t ER IRRI�iA T fGN vltlVR , -f34__` "' EXISTING CONTOUR UNE PST. dEir)L I / I . A ALL NDilt UNDER THIS PERMIT MALL REQUIRE SITE ERCSiON CONTROL IN r / TEIEPNONF. pLDf$TAI. iSS m ■ CATCH BAS IN - / `•--' ('ILS (AS UNk '�, COWWANCE VAIN ALL PROVISIONS OF OAR 340-41-455. SITE EROSION - ~�- NEW CONTOUR LINE -- - ��- ' k., CONTROL PLAN TO BE APPkOVED AND CONTROLS IN PLA(f PRIOR iU ,L © S MANHOLE -- WA - WATER LINE o _ - / __ TET- _~ _ Lo"R GROUNO TCLLPWOW UNES - 1 Ar ,4 - :',,44 s CONSTRUCTION. ►f. -a- -+�• (rouTY POLf- / }'r� t 0 , EXISTING SPOT ELEVATION _ jA 4 /, AFRROVAL OF IRIS EROSON/SEDIMENTATION CONTROL (ESC) PLAN OOEG . � .K FiRE hYTMANT l / / ;s - . - SIAWARY SEWER UNE i<?+' "'t NOT CONSiITU AN APPROVAL OF PERMANENT ROAD OR DRAINAGE /11 . 6 METER ! / / ' ' �'j'r',. D[SIGN (E.G., SIZE AND LOCATION OF ROADS, PIPE:., RESTRICTORS, NEW SPOT ELEVATION ® 6I ` / --•'- PWR-- uw)FRGPWNG Ft-Fe,TRIC 1.INE.s -I--- - - - If" I I +r ' '.�` "A r~ CHANNEa.S. RETENTION FACILITIES, UTILITIES, ETC.) PROVIDE STAKE '.EE SPECS. [V G) UTILITY VAULT _ / / / y / -- ()1+W -- - (1W►ERNEAU Pt)Whr;. LINk.S 111' 1 . - E YVC R c. - ' / >� >� _�: ss +. `#. a"~ tg ', " EL EIEVAT70N n;•ur+FORMER AND PAD - c- r. > ' / - T1 �Q THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION. rjF' ,: 1�1 n. I, 4 SEWER ONE a " "� I, � MAINTENANCE, REPLACCMENT, AND UPGRADING OF THESE ESC 9. M. VENCH MARK ® VALVE BOX COVER / - - ---- � � I CHAIN ;,INK FFNCF r k'" FACIUiiES IS THE RESPOi,S0LITl• OF THE APPLICANT/CONTRACTOR T. 0. C. TOP OF CURB `1' .►NFA � : '.1'.77 11 / /N", - . I `$. ~;o « LIGHT POLE 5..0 .,. TLS 1 - WATLP VALVE •; -I; UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND B. 0 C. BOTTOM OF CURB '_ :O' `.'EWE.F' E/SCMENT - tlt►' �' , VEOE"TAT10N/LANDSCAPING IS ESTABLISHED. M H. MANHOLE �' 71'C' WALL MOUNTED LIGHT 1__ _ L - , / Lr, 119$ PC, 1t) � t CATCH BASIN ,'S . fy f �-,. . 0. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL C. B. CATCH BASIN �C a� FIRE DEPARTMENT CONNECTION ( 1 SANiIAkV MANHOI.L atm ,, 1"�, 'I r 1 - .. BE CLEARLY FLAGGED IN T14E FIELA PRIOR TO CONSIRUCTION. DURING I / (UNLCSS NGT(.v QTkik:HY1'tS[) •°l THE CONSTRUCTION PERIOD, NO DISTURBANCE BrYOND THE •I.if*M ` FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING �= - TRAFFIC LIGHT P(r3T ANO ^FM vat, 1 � ��t s;� � - , f r ` SHALL Of MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE / iF� - I FFIC '.;k1�1A1 BOX A�YW ,ii } 11 . r.4w -,-�� 1 DURATION ATiON OF CONSTRUCTION. != - PINI LCP liF.'AG V44► 14 ��^ ''IN xl. E. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN i - C> S RISER 0 _A >:� .'1,fIT -. , CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES. AND IN I 4101 , +• ,R . `its SUCIII A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN A - '^ __ ^' �IHEk T Ui;HI / K , . .o WATER DO NOT ENTER THE DRAINAGE SMTEM, ROADWAYS, OR VIOLATC ! SEDIMENTATION FENCE - CUAS METED ',' APPLICABLE WATER STANDARDS. , l / SSSS-•�., ' '' j / SEE DETAIL THIS SHEET '`"'~ v ar `, r !.Al . 1. i. THE ESC FACILITIES SHOWIJ ON THIS PLAN ARE THE ►."!1MUM 1 ,/ / '=""'� - - _ {'�•1 k ! /.r ' r '• REQUIREMENTS FOR ANTICiPATED SITE CON'OITIONS. DURING THE •�• . ; I *..may,•,. ,�:/.« 1 •. y ti .r' •; " .; ., W 7q` r. r*, y" +p• +M r ds raj .n t ��.'+ .. ♦ Y Y T•f/ -:�•_ 1!t r. :,ma, '�° ♦ '.+lr 'Y".,R• r � t ,'.r' � .t y +, '�fr' •� .r . , `' :. ._ ,^ . 'i � ..., kt-;, dF' t•- -.. r. i' . , ,. .s � ,' - .1. a. ',/ r+. _ r, - .. .. ^r4' 7. t �' y: rJ �., wit n ; n 5• ,.w fif w ;.' y y . 1• .+j�y�" n °> 1 • e r ,�5 1 p•" � mamma r- uir�l. .....iL-i-- iLi� A, w4' •.• ., - ' ,1 .. i ",` 1-•.f' Y.1• , , ,j, �' r.i. >•` ,l.��,.,. ,�.' .. .. '•�1 r „ - .. Y'.�V,,�Ari'.. • .e �� , r . yr� ? A r,�a ,R� {'.' '�. .SY• isr 11 � a• ,.� `,•••.fir'-�� S � � ►� t• -�yv � j � , x � tet,# +w � .r.. I' - � A•i }' r^ , •'j�� ,•�" r'.4' y ....w...—.- �_.,--_- � � a�% `. . , - . 1. .. r. '!♦ . i v � -,• A �~ V ` 1• 1 • �. .l y +,�'i � I ",�1•,' NONE' FOR I `I •j� • `+, t � � - ,.'' .��. ` � � • Y' - 'ei I. RAwp TYPE � 3EE SITE i 1 •h 1 + PLAN R " !''" .' `` to I T J SEE PLAN 3'-p" �' „•%'p 106 },. (•' f 4�' sl r�r 16' MIN. ^ 01, 1 ' 24' ax SIDEWALK ADJACENT TO CURB 'f '• � '� •, Lz; Wit. ; WALx LANDING - - ' + SIGN „ VALVE RISER 4' , OR20-68 .',Y C611PLIE I'E r 4', •4 SIGH 7 „� n . { SIDEWALKL 5 I +S' ��. NEYN011'SI f1 Ss '' ,V%,r �� l8' MIN 3' MIN.BREAK FLANGE flow . 1 •1y d+V i6' MAX, ETEa N r v+ 2 DCTAYIL WARr�MG SURFACE TO BE SCORED ' DIAMOND PATTERN AT 2" ON CENTER MAXWUU OR20-OD � � ►�';" , ? + "�`�"s"" �� 1 I'` 3 3` NDE PAINT STRIPES - TYPICAL. 9 EL. +0 5' 1, ?,. 51.OPE_t:50 SLOPE 1 20 0 0570 SLOPE i i ? _ •30 _ �0.02x OR UP TO 1:12 0,02X 1 )';' ,:� ,�••' hl.�.'�! '• i er: 4 SIGUA0E DEMDTTNQ RESTRICTED PAF401G PER 01120--811 AM 01120-6D. +�/•„A, `�•• ti•. ' 0W INIATKINAL SYMIW � L Of ACCESSAJTY REWIRED AT EACH SPACE WITH HANDRAIL •:� T N * v 4 p FVW IIt0U1Rk:D SPACE TO BE VAN ACCESSIBLE. _+ �r DRAIN ROCK POCKET + S I i yy� PAYING SLOPE NOT TO EXCEED 1:50 IN ANY DIRECTION AT .' 4 CU. F T. MIN K7 HA10CAPPEO PARKING SPACES Ac LOADING AREA GUTTER � NOTE. MAX RAMP SLOPE 1:12 t �-b• DUCTILE IRM PIPE ACCESSIBLE PARKING 3 SIDEWALK RAMP 1 4 ACCESSIBLE BLDG. ENT. �•�f �• -- ' S:HC- K 16 • -0 S:HC- . P-1 1—/4m-- 1-0 �T-� '• - c' y :HC-£NT 1 4 1 -0 6' NEGALUG RETAINER t GLAND ("AA IRON) 6•.GATE VALVE ,C CONCRETE PIER FLG x N.J• BLOCK KJ. x 6' FLG Mt �. 6 SEE NOTE Mb 1 ! (' ?vc 6 3/4” RADIUS ' +% *y• THRUST BLOCK CONETE SURFACE OF PAVEMENT S-2• ----• --- ONMOUND CR TOP OF PE b SIDEWALK WITH PLANTER ' u rb =,�, ,f , � _ lfi' MIN, •+.✓ •� -- PAVEDLANDSCAPED i STRIP AT CURB 20• MAX 215 f e AREAS AREAS Q 6" DIAMETER STANDARD PIPE o -BLED WITH CONCRETE `•. BREAK FLANGE °' C, 0• 00 " I n PRMERTREAT PBEFORE PLACEMENT. --,+--- 6+ { `i F,. • o + NOTE: IPE WITH ZINC OXIDESIDEWALK 3• MIK ' 1; ° ��,,� PAINT EXPOSED PORTI'JN OF PIPE d °• 0 o, WITH "SAFETY YELLOW ENAMEL PAINT. • o I� •, r,._ .F, .r, 9 L w I TYPE C� CURB MOTES: 3/4 - 0 GRANULAR � , �;,� : • �" � TA!' MATERIAL. arr 1. FACE BATTER NOR" AS SHOWN FOR CURB TYPE. SEE SPEC'S FOR ° �;:•��;: SITE MAlER1AL OR •" LJ b '"" 4 FT (REF) �• Z. .�NJT SPACING COMPACTION ::,:�� ;: GRANULA.; MATERIAL. 4 . - } EXPANSION- 46' MAXIMUM AND AT ALL PRINTS OF TANCEMCY. xo SEK SPECS FOR KEYNOTES THIS DETAIL: n NI�TEr NOT T COIR JOINT$ AND STRUCTURES, EXFANSION JOINT TO BE _ PIPE ° 0. °• COMPACTION I FILL AROIJNG PIPE HATH COy.,,,<ETE. Il + PIPE ° 1 1 112- DIA STD PIPE SHOP PRIME WITH ZINK OXIDE h MOUND CONCRETE AT GRADE TO DRAIN a 1/7' PRE-MOLDED, ASPHALT IMPREGN4TED, NON-EXTRUDING I 6 6 0� 0 PRIMER. PAINT AFTE,2 INSTALLATION WITH OIL BASED MATERIAE Of SAME DIMENSION AS CURB. WATER AWAY FROM BASE OF PIPE. NOTES- ENAMEL COLOP PER OWNER, . ►:, CONTRACTION iR' MAXIMUM. CONTRACTION JOWTS TO BE 1' DEEP �.,. TOOM OR FORMED AWXM PERIMETER AT CURB. D/2 ,0, 1. FOR CONNECTION TO EXISTING MAINS UyE TAPPING SLEEVE. D Z 2 STANDARD 4` CONCRETF. SIDEWALK. FOR SIZE 13N SIZE USE A KJ. TAPPING SLEEVE � OF S14ALL SLOPE TOWARD THE - ° J 1/4" x 6' x 6" STEEL BASE PLATE WELDED TO PIPE ENDS. 2. NO OBSTRUCTIONS WITHIN 2 FT. OF FIRE HYDRANT b . ' �x 1 ' • (;-`' IIQIROMAI/ 11r N •' BEDDING 4"MIN SET PIPE ENDS IN 12" SQUARE x 72" DEEP CONCRETE FOOTING. ' 4 USE 3fT0iJ'MCMWTE, MAXN" 4• SLUMP. 0 • v, SECTION '''AT CURB 6 PIPE TRENCH EMBEDMENT SECTION 7 BIKE RACK DETAIL FOR SEVEN 8 TYPICAL rl' fyr N•�IIs 6 rt �i t� BOLLARD 9 STANDARD FIRE HYDRANT DETAIL • �,.. st -CRC , . 1 -0 .' SITE-PIP 1 . i -•0 _ BKRACK-7 1/2 - 1 _ -0 g 1 Ky 7 = 1"r-0 •STD- 1 4f • + ' t y 'y LANDSCAPE AREA WHEELSTOP (SEE SITE PLAN 2` THICK, 30000 P.S.I. GRAY IRON, MEW TOPSOIL ANC CURB SECTION) E HEAVY DUTY CAST IRON GRATE. ,4 • s- , 6. . r _ SEE PLAN { �Y • � w .^ ..,fes, .�. ,•:►, , Q• EXTRUDED CONCRETF NHEELSTOP SET SLOPE 1/4' PER FOOT MAX TOOLED 2 +,• " IN EPDXY SLE SITE PL,•`N FOR LOCATION ( ) EDGE f HIM ELEVATION r 6 r..-•" SEE PLAN a I + i • + • or • 1 N;➢ I SITE DIMEN'wJON 'r , k • r 'f ' I •` SEE PLAN ��• of. .. to • .rD ! I r. 1 `6• . PE INVERT `c SEE PLAN a r . t I 4` OF COMPACTED \ 'e 3 4 r'•T ' CRUSHED ROCK BASE , 14�r 1 s. • A• COMPACTED SUBGRADE 6• OIL TRAP WITH 4' J +„ , '•• �4 •� .•'•' .•' __ _ CLEANOUT PLUG ASPHALTIC PAVING AND BASE ROCK ' SEE SITE PLAN FOR DEPTH NOTES: •,, 'V-, �A!�PHAL.TIC PAVING AND BASE ROCK A- CATCH BASIN TO 6+E CONSTRUCTED OF 10 GAUGE (MINIMUM) STEEL { 5£E 51TE ;>.r;,IN NOTES: 1, $OPE ALL WALKS 1/4` PER FOOT AWAY FROM BUILDING(S) U.N.O. ( Ilk`;V. 6• 6" WALKS APART FROM BUILDING(S) SLOPE TO ONE SIDE. WITH,ALL JOINTS WELDED. CATCH BASIN CAN BE ROUI.D OR SOUARE. B- CALK PIPE TO CALKING HUB. MIN MIN 2. PROVIDE NEATLY TOOLED CONTROL JOINTS AT 3-3- ON CENTER C- SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED ROCK UR SAND BASE 6' HIGH EXTRUDED CONCRETE CURB F.� ' SET IN EPDXY. PROVIDE JOINTS AT 3. PROVIDE EXPANSION JOINTS AT 30'-0" GN CANTER D- BACKFILL AROUND CATCH BASIN W1714 COMPACTED CRUSHED ROCK. )' 20'-0. ON CENTER MAXIMUM. AND AT WALK INTERSECTIONS. E- DRILL (3) i- DIA. HOLES IN TOP OF BASIN EACH SIDE. " 10 TYPICAL CURB SECTION 12 TYPICAL SIDEWALK SECTION 13 TYPICAL CATCH BASIN i 4 r SITE- 1 - 11-31 SITE-510 1. 1'-0 SITE-CB-- GUARDRAIL REQUIRED WHERE H . .,. - s 1 . 1 -0 c - i EIGHT "A" t5 2'-6` OR HIGHER. A 21 ' 20•'0" -(2) #4 CONTINUOUS AT PERIMETER 1D J.---- /L J J it.`•I � 3�1 I: o pl •�-1 1/2' DIA. STANDARD PIPE RAILS ! 0'-8` G V. ANGLEV f r"�;, .{� :� F" x 4" x 1/4` x AL V.I � ^: - :WTH 3/4 DIA. PARABOITS �•rN 1 1/2" DIA. POSTS AT 6'-0" O.0 MAX, � ;,-• •,+F• � �,,•',• 'I � CONTOUR GROUT TO DIRECT � Ld 4•*�"� ....... WATER AWAY FROM PIPE- I _ + q, -' j4 AT 16' ON CENTER EACH WAY FLANGES BOLTED TO CONCRETE BLOCK-OUT INSERT FOR HANDRAIL W"TH (V/l/ �,� ' CONIECTIOl1 ANGLES , _ ' WE DETAIL WALL PER GATE MFIR. . r a (2) OPPOSING A3 TIES x 9' S t/2' CONCRET` TILT-UP PANEL C ' 5 11r CONC. RT-UP PANEL PAINT TO MATCH 9t M.LXNC I �' do (2) M4 AT TOP rf N ---- #4 AT 16" ON CENTER EACH WAY CHAN&INK GATES WITH < �w 1 �, f REAWOOD SLATS W +� 5' CONCRETE SLAB WITH 'D 0 > r FREE DRAINING GitAVEI BACKFILL /4 AT 24. ON CENTER EACH WAY b 1G- • �• .. � < 4 v PAVING OR GRADE 1 y,+y. • I ,+(3) N „ r I N DOWEL 4 LONGITUDINAL z T 12. O.C. 4� 0--4- 1 1/.-- C O/ 1 r r Y S•. SLAB U.N.O. ' it CHANNA INK GATE WITH REDWOOD 1 r V' M,{.' r�'k y�•''�' STANLEY 10trJ - 24' CANE BOLT {./,.� !e a • SLATS. CANE. 9MT AT EACH GATE a• IN MIN TDP AND i' p o e AT EACH GATE WITH STRIKE TUBE r+. v Ir �, SSIRN A V AT SLAP o . lk Z .0 •Y" �J! BOTT 9Y CA AIFR. p � - }�/� /4 DOWEL AT 48" ON CENTER 12 1 �• . _____---CONTINUOUS FOOTING WITH /4 BAR n •0 W �! _ ' • _ {N .«.• ��,-'�`•r,,,,� --- —��.�i----K, TOP AND BOTTOM CON11NrJ0US '1 y u NOTE: SEE PLAN FOR SIZE (2) Q 4 BARS 1 6• g• WAZF F ' AND LOCATION� r •;� f Ir- NOTE: SEE PLAN FOR SIZE � 4 '�_ AND LOCATION w ' 1'-8" FOR HTLESS 3--Q' AOMIT! r , 2'-10• FOR •HT" 3'-0• TO 4'-6• Olt/I�1 ` 14. G -ENCLOSURE PLAN 1 GARBAGE ENCLOSUR " 16 G BA E ENCLOSURE ; 'Alm f Y ENC - AL I .•- ".._,•G_ 17 RFl_ WALL `; � ;� WAU. CT10N CSA' SECTION GR -GAT 3/4" + 1•-0• SITE-RET 1T-�(Y 9► T LA0 „ ` ^. '�.?1 . �' a. '• :' a-' �: - � 'i - a w - . _ ,1, ,� IRAT �T4 •' ,• s��,Eg A1 I - ?': a •, *' PLIIIM-0l7B,PLMN�t7tr t.-' , � r y' e.. 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J --am- '�,'R1 HEAD POOR LINES/ - 't 'k;`. .4 �k • �q As-v, �� V� ' e� wt�e - f1�1) � 7t LIE ',��I'' 'I I I.'i'r#.�? t,. ,f. �lrl r. . . . QIAN LINK iElJCf i�. . .r • 4` .. ........... .. I w - . . " ♦ �r�w - WATER VALVE , , Iv . r I TLE 2lT �f SANITARY SETERR EASIEMT StiOMN PFR BOQK 11991 vv r 44.ti /� ,, PAGE 297 NAS KEN LOCATED BY BEST-M LEINODS OVER IHE i j �i�,q. tb k} EESIMO FF/t1111tES ON-317E. ACTUAL 1AG1110/1 MAY BE _ ,«, I CATCH 8Ai11 t S��,�,k..,, �+ p'w t D ENT THAN SN01MN . ', r X . M yi , h� iA�,I' - MY MANIOIlE J. I O ) 0 . . . . NOTED 1 I r,., OTNER�) . . . . . , . .cit': Ir S� _ Q'j.� 1RAFM LIGHT PCLS't AND AM 1, 1 • - C/ ,0,/ OAS LIE INFORMATION NAS UM%ED FROM A COMMATLON I .. __. .iii::::::......:::: ......:•::•:r OF LOCAYES PAINT ON SIE TOGEIHM MTH INFCI 1AT1ON m - 1RAFF➢C WOOL BOx ON MORTHNEST NATURAL GAS AS-•9UILT D RAVANG A-47-22. a.l ,, . . �>�:CI - . ... . .•' .�•` fit' .1,,'4 ~�y,y.y',.,,.. . . T� '4 + OF LACATES PAINT LIN 91E TOOEIIO! tIARI 9�LIIIIIATK)IM cl - r `" ,Pi .,. 1 MIER LINE IWOR MAT10N WAS (ERIYW FROM A COMBINATION CAS RISiFR I<�, S 'r.tl T :h ts) / al TlGARD tgATtlt 01971MCT At.-81T OItAMrILiS - SIrIEET LiCdIT s .+' q ,A ..• �' tr ` SANITARY SETO LIE 9EOR MAI10N WAS 080%0 FROM 0 _ OAS �� ; I'll.,. T L��;y, \ . ♦ A CO MNATIM OF FEATURES ON SIVE TOGEIHER 111TH T d ` Ii', x �1 SIVBTAit1P MAPf1OLE E1 STORM MAMOOLE /�LA11ON Oh LII ED lflAE AMICY AS ~ - � VALVE ��t' N�? ' zr _ " '. • 101 EL - 110.!10' RM EL. - 131L81' DRAWG SHEET 8 OF 13 FOR THE ROSEVIO00 LLD. � ` 1c'' '" LE. N tNWlH - 132.00' (1�0` CONC.) L.E. M EAST - 131.4S (3b* CW) \4 . . .' %.', LE W EAST - 131.71' (10" CONI I.E. WT WET - 131. (317 CL1� ` ,' % OECDUQII�a TREE 1 r .,, .• LE WT SOUTH - 131.86' (10' COI/C.) % , .ytyaa,�y} ' . _ 0 ."I "'7 . I� s 1 { ❑3 I.E. N NE - 131.17AL EMERGENCY �};` ® SAINITARY MAFNNp E `- (12` COW-) fLL7LI0ANL7E RATE MT AGf1NlTY e t r�� x RM EL - 139.79' B.E OUT SMI -- 136 75' COMMUNITY PANEL MI1TWM- 410736 0617 8 " .�'rrf.l-. f LE. IN MORIN - 130.58' 101 CONC.) a 1 - OON tOUS T1EF b , -`i,,I 4! A, �} .a j I I vt"=: �, '�:_.' L.E. OUT NW - 130.64• (W CONC.) (1Z' CONC) . � ,r � � 1 4102.,1 0119 8 SANITARY MANHOLE © LE CUT WEST - 138.95' LIE 131.00' CONTOUR IJPE SHOWN RlP�N15 11E O - slaty ..,.''" R I� I ® 101 EL - 139.20° (2 IaONC) 100-Mt. FLOOD PLAN LIMITS PROPEIM WST OF IHAT LIE � 11 .� fi ti y - '•7 L E IN HE - 178.10' (10r' OCNC.) © I.E. IN EAST - 13638' LIES WINN THE ZONE A DESIGNATION NICE PROPERTY 4 - UTtfTY POLE ` . 11'111'.F� . >t I.E. OUT SW - 121L22' (10" CONIC.) (12' CCNC.) . . EAST OF THAT L� LES WNW THE ZONE C DESIG IAR0lN. r. ,�_.' y -0 - GUY ANCHOR ' ;1"', , LONE A - AREAS OF 100-YEAR FLIM BASE FLOOD , l4ti t �" 11rf,i 1•q - t.E . 6{°a OI SANITARY MANHOLE U7 I.E. OUT WEST- 17613' ELEVATIONS AND F100D HAZARD FACTORS Df1E1t11MF0. Q - OML BDOL t '` '� ^► t'r RIM EL - 134.69' (12' CO1IC.) 5 ( • ZO E C AREAS OF MNOIAL FUI IMG. - MTER IErER `0' 11 LE_ OUT NW - 120.68 (12' CO/NC.) - 4 kNi t �: LE IN NNE 130.70' 12' CONC.) LE N EAST - 134.09' Zwt •. 4 .k Z ,. I ', (�. CMP) . I ,. ;�'. _ f'1: k ::• + • _ „ Ys, , SANTARY MANFKXE a LE.(247 - 127.8?' h� ` m VALEiIiMTOLIO U7LUTY ' I�' Pi . ' 1 RM EL - 141.21' / ' t �` 4. LF_ N NORTH - 137.20' /0' CONC.) ¢ MHIGTON COUNTY 111014 NIIAW NO. 178 .! , ., , , ' t 1' r.rK - L.E. OUT 90UIH - 136.9 (lOr OOIIC.) T!]P�_ NOTES _ 1. 1, t , W i i�'' O SANTARY MANHOLE . . . ELEVATION - 179.166 FEET :} THE LNTEIt3Eclton OF OLMIFIAM ROAM SURVEY PREPARED 9Y: 4� `r', LL 0 FE - 132.81' 12' GONG. 1 STANDPIPE (GAS)311,44' I A BRA>iS 01!( SFT N YOlILN07NT BOX AT ill, *I 'r,. LE NSE - 13301' �12' OONC; O 85TH AVENUE AND HALL BOL�VARA IDWITI10 PAW1l11T 00TING WA%U i:F •. . ... . . . G /c L LAND SURVEYING. INC. LE, OUT sw - 13ao9 (12' ooMc.) � STANOPIf'E O � /! ''Y�, i �,. •�' 7 ?ANTTMIY IIAIIIIOIE J /f . . . . . . . . . .� . I 1:,11l. �< 8111 EL. - 118.13' Q CONCRETE IEYANIBIO MLL .� BEAVERTON. OREGON AVE.'97008tLL M N1pRTH - IOLW (39 COW-) �/' . . . . . . . . .,+ L.E. N [IO1iT - 118.61' (1Z" OONC.) Q CONFOIOUS 11EE - DI�LI E 312' DUL . . . . . . . . . r PHONE: 841-0'�81. � 1 . w ' M WT WU N - 108.84 (Mr ,DNC.) IS I J08 NO. 1759 '"', I '} \ ,k, % . . tiS N' ?.T, tf. .� I } , u I .•8 f �� r IJ,. Ir 74 kms. .r • ' zI;S .�,1.. . Ir �• �Tly 7*4+ y 1 7� ..,, n' .r. . , . . 5"S"S"S 3W 74th Ave. 1 . ' '. % y],�,' Mi-. �'.."�. MAS-0276,PLMDS-027S :,hi �FIr r�. 4 .. 7o/ J7 It . r''�M i • ,el.,� f �.0 l ' ` „ - - . • r, , w 1', + e._,l t,,;,I. .i ,.:. ';• r+ ..,,�. .#W'. ,.'. � . ' 1+T; .tib-. ' c 1.."� i ~ l w 'i.+ Y ;v•. �` 11` ,r •' ,- z.:' r.t: °, r• ' �" , I fit► `1� �� M OSI '.P v a 1 rj A $S ,r .. , . , ,r, -i' � t 'b i,. �t•d, t .• Imild� r Y • 1. , P 1 i.. !• .•..i! '�I .. , •, .4 I. I ..�: L - .a''L�i Pr p w + :, _ _ ., i' , .. ,,(Tj,, ... , „ • .,. I } L r f • r :.'N' _ , • ., .. , ... I . ..y,..a,,...•.a•,r..y....,..,>.rw.r...:.rr.w•r.-..,.-.w..a...,... nn� � Il�, ,♦Jyl." .. ..-. . . .,. ,� 10 �1� ,�., i ..•...r. -.r.r:s....l......r... ....i-wA..aia�a . . -'L,'� '"' :'.`, ...N4..1+«.rI' ,.Y,►.....>1�N �1 .. -10 j#''.Y` , . .�..._ F l - 17r �,ti �.. A.W. ... . .�---` -- �' . I 0 I. r, Lg S 10 12 1 4 i 6 ,A a I I Ilii I . ;III Iiltlllllil:III IIIIIIIIIIIIIII IIIIIII11IIII11 IIIIIIIllIIIIII fillIIillIIIIII 11!IIII II I _ I III.II I Ill 11!11111!►111► Illlllllillllll IIIIIIIIll 1!111 II!Illllllllill I IIIIIIIIIIIIilIllllllllll►1111 I!lilllIlll►111 I I I I I I I I I I lnnln f it �Iroul•N�uo) n�null t Indt9 iltlln dufllludl?t ttuhmlLtmhl`t 11111 �totll�Ltnthfn uul (I III n tlil - 1�1 IT 1 ~ I it 'RI Irl TI I �i! 1 I nn �� / . IUJA11 I uuI __WAII�1181lnlh6dnuluTilli'nlo ilunllRlluullilhiiiIITiluu!1�,liffiIIti,nnhf Innit- ilnullPltulUt.iit04If lm111f lunhrrilonln�ilnld�s ....... ...... _,..-..,. :,, ..._.., .,..T _ _..... .._..•..,....._.....n,.•...,..•..........•Y,...,,..r.•...,,...._-...-. __ ._....-'••....-......R...•......... -_ v..,.,.. ,.,......,....r......,�.•.-__. .•.___ ... �, . rt{ 'M ... c a ,�,. r� ' .'. �• .��'•441i' Ks,n-.vaYaM... •... ..a.•.L.v..•....w.. ,,:I.YC"..?'+l1+Jt•c.., �,' -w•.... a\P.•Y..-r'..weYn .r"b.•. •. �••s....+•,+..w•e.+a.•wn•.zwr.m✓r '� -.'-.M•.n .•.rrY,�.n-•.+. .. ,, '` y.. .�. ;f. M t ff. M , BANK SEEDING 32" FIR TO BE PROTECTED TO � � (SEE SPECS) M3tN1IRALd AU��eAsY oONteetlu to anapiphobkwdudrrds DI llis bMidN*him iii&a` >fl+esrlarrl 1 DRIPLINE DURING CONSTRU ,.. w 3 FAA 7 SS - Nwsay A&W.A.N 111.11.Z66.1-he'll. I 3 SPN _ 1 = ' 16MMY aortic dsall be lnahhy,Tall brANdIed Nd tested bowed%ns p vat"rad Worm,f A hhgpd.Ibr of D r' Amar.iglu).dohs& lautorarrwoo4o. and sad nada Trm drdll Iran Mraisl pwka, quawamkal iipA and t Zff;r�' SMD ao kmw aqk kador, 4 A h 0 , 65PN S n 4 SR ._ t ARB tO I I ARS The rpprrray aioaca dile SpKdk*MOM PkM rad iirrdal Pletiaiatre res to my ileal ea the wpm"assitr+aa theles . rn -.-�' 32 AUU 7 AUU a M --- theca of dnerlod � {�'�, t sqpt1tlM SIM to wrllod U aspsiru8*A 0*ftis p —r ptevrrl rad that Ar wgaalaYoas eitlhata�rltlNoallr.Ie it X 3 SR 10 C 5 ♦ Was,Iu, aWl be atade the b"eboft t0alod r t ARCS 17 AUU 12 AUU 1 ARB _- ' MC SUNSTIITIITTONS: 0*r approved by Ills Leadscaps Arcbiwa q % 5 SS '*"1-49 AUU ��la I j 4- -� ARS OIiARAlYTTCt AND It1Erl.ACtMdNT: AYsrt plea1Msbr M'Yi 'a�as rrWuaaaeod Cron►Claw! sccd:paasroc Cor one ' EXISTING BLAC BERRIES ! , iN o TO BE REMOVE) 1{ro'winQ seaaoa or acro yaw, wluchcrer is ktryr. pw'inj lbw pentyl gray rAaSt aaSlrrirll thrt b not la ti's z mesad prodedelg Raw Overlie("Gal t do at laidel as"M waatl cl condom.dlbt to t'>wmes Z BANK SEEDING t i Af>!D 5 LJT or kM due to vaa�MtaaI IMII J fz (SEE SPECS) [i Q t AR / L andreape Cvrnractor slwU keep on esti:for Laradtcrpo AwhtWi's inapoctidxa,all nK Via for cal womilar of and n 123 AUU- -4 MC loproil dbdirories. M i m r 5 CS TOMIL AND FINAL GRADIES: Landwitlic Coaracm do to wi,�(him Use � l.9f:.11lllblA1T-:m. \ / / =f9 D✓ 5 LJT �{d i Landsape Carrtratxor u wdmk enarlpla of the iwforod sddl aeidJar soil anorw*noau to • / aw L.aadecape Architect. 3 ARB �. Corwwot a w and I2"d lop" 3 AULI l.aredscap eWppiy plSon lopadl it plsrrttaA beds sad dt in lawtn nom l' !dxd site u 3 SR 5 SS ��' �i - / 4 VD 10 AU 2 ARS MI 000dhtdve to Prow plots growth. ,�•': 11 AUU— `'y ITP. ,-�/ , 3 SR--- ;' -- 5 TC IJtrdswPITIA shall IaCIWINI RRWdd SnWO sad avec dl t&Wiore of tap O 10 Neeot ptaming rrogrlrwwaWu. Grad" " s c.As , r SR 0 (1 i1 0 � C eek /// Il �V % ARB f 14 AUU wt V �y i^ 5 FAA acrd elopes shall be as iodicalod•Plano bad odor,"ire 7 trepan bdow way I ' ala*W grrdtlmm ds..w allow for bark q*bcmm.FiteisA Sadilq dell:eoriwo elf depneelona or low atos to rn a _ ;` q-- —� 3 BTA 8 RDA Inevrdo posuwo dray ter theoa`berm 0M ars. Pitdsbod sad Sawa arado shwa! Nara pads M 44boom was, �w t AUU paving,etc. I 3 AUU r• 10 WC P _ _ 58 AU �''-` R 5 SSI ARS 3 VGE) ' MtRBICIDBS:Freon to soil pwpatadoa,all arae aborriag My M lmiselis weed or pew erwh shall be 1slm d ` R SAf •op DANK 7 SEEDING With llowidin sarin a000sdpOthe s"k sA ispila t11eft iatrY0wm (SEE 1 3JI: t ICC LN S) 1 hA / LAWN f B 11 AW- 5 LJT LLXT'ING B t.ACKURNlts TO NIL WD40l 9W. Tie Landecrpe Centimeter,is lavwN tb tier b dsMsritaft i 1 VTM t RPL the axiom d Mrs non"dtlladlbonics sad ttsa-&salvo plata tpodsa. wnttarl dhivaliiq Its slops,""rove Ila W N Nxim AQJU 1 2 VMB bladrberries by machaoical meets lewft psoas far whiNNelietr.Mhos by ItNiCAlup $"wl/b M hapili" cTr I VTM -1 COGeaty,a+a apprelptfelt i ap*lioalioa ill a tipatiaa alp p I Y� STEPPING i 26 GS t.t Cs5 13 GS 7 W 7 RDA 8 VD -t CAE � a+ ` STONES 22 SPN t VTM t VTM 1 VTM 1 AC 1 BTA ekorloa. f� r 2 ARS HNbicido a1wa be Wool in wcmrdama with Ike nraaufaotww's diad m aur • �✓T;; 7 VD 7 MAC 7 NDG- � 4 MC r appevw>!b!'160 U.S.fJ.g. PreleetkaC i 3 I 02 CDC t COG 3 MC MAIL MifzlAllAT Iola: Work all arta Icy wMti>fit1A M r rNiaiaattN QimFtM o!a irICM. Rdtsaaw all a1lsNer(t►vder i M 13 CAE 5 ICB A17 VMB 25 AUU 6 VD t AC 1/2"site).aGNks,morin,latpe:Id"'Mite of vasmiM.rte,ddxi%or worse ease anon MIfMd ap is"Nada` Sta �. • p ' 3 RB S NOW NOG 2 4 DICE 1 RU 1 AC 1 AC 2 RPL _6 LJT shall adobe of a boniopwoom fin" e. L.ar'M.a=@*ad Ujbiy eo rpm ales to pets or aaim.10 d wgrlrW 2 BTA 11 AUU 5 NOW 3 ICB 4 NCG JC,(% 1 ARB 3 � 6 R H T -3 NDG _ 4 5 NUG 2 ARS la poaadaovar a1Eaa so 2"d nnusltrom ooellip"(ar as appaveo ad alit to w aka asp ax indrsa d roil. w a \ ! ri " 3 ICB 2 VMB 10 NOW 3 !CB 4 NDG 12 VMB 1 BTA 10 NOW 6 ICB 5 ICB 12 v►cet AI"TTCRNATI) NtD: in Ia+Wul areae Sdad 2"(Iwo iaCbos)d NalehlsOs 2fi ICC -3 ARS t RU 10 NOW 2 RPL 1 RPL ax caches d1f soil. Lq t AR 0oatpoM(or res approved)and till talo Cap ]C I 3 ARB 5 ICB 1 RPL 6 RH 7ttl4 MC NO I IdCATTON: Tire Coatrad3or shall non the U b g C 4 ICd z 5 NOW 1 RPL 1 RPL fy LArldKeQa/Arehierty 4!t tMrrri in advan0e d iaeullSeioa d lbs Q VMSPlants. Final location t� I be spprorod by the l.aadrcape AxIuW (fj ` 13 AW /r^�`^. 88 1 AR8 3 ICB 6 ARB 'CG 14 NOG 6 ICG 17 CBF 5 VM 3 ICB 1 ' TA 15 AUU 2 RPL M.ANTLN G HOLIC: L.ay oW all plant kratiosa and axcstvrte all soil from piarNi beano to 2 U2 tiaw dw raw d QT 1 13 AUU 12 VMB 4 RDA 11 RDAI=& 27 VMB 6 NDC. 'f' LJ1 ball or root Wsu= wkttb. Loosta soil boam d>(plot arele. iXa m of my •alflcnii" ar debreS hots LA 108 AUU : BTA 1 ARB 37 vMe axcavatlon. Chod drniaa(ra of planting lois with WSW,and S*d arry anew SbD"64 draiW pugilism• 46 •q. � M j 13 AUU 13 AUU SOIL MIX:Prepare rail nate in arch plaming bok by mixing: 1, r _ •`,, 2 AUU ARS ARS 2 part aalhc loprxtil into atiiaoi!) r l FNA Mashrwm 7 AUU / 1 3 RDA � � � 1 annp�ore(or ar approved) w M 4 `^ 6 CP LA ANNUALS 1 �� 79 AUU 2 ARB�,` �� • TMe�hty WX in Plsntlnty hole and acid fertilutrs it Ito Iblkn"ng raw: ICG � ` �" Starlit spathes - Ila tb./plant 6 CP ` �. V 4 ICC 2 TC Shrubs - 1/3 Co 1/2!b!Platt r _ 8 ICC _ _ a . LA Wy Twee - In to I Ib/plaint 6 CP a ICC r RRT1L11=11L For treat Sad shrabs Woe Coma ommi Mix i t � norAanic Y•�4-3 with�s and SQX slow 74TH AVENUE `��/ ```'' `�f 4 T N AVENUE r'dena*A tirrogon. For JEW" inrta111MOR urn Commercial !Nix (a-168) wits, atie.a-nutriems. For Iawn and • - _ 4s Ice mallaieaaacc uae(23-4-I0-2%iron)with 33%dew rdsesilrg nitropm. Funnier gypno. M"ANTTNG: P+.oe the plant on r leyor d ooarpscted platataA lwlz a the nearer or abs plaatirtA hole. Pirat woes ti and chain SAM ad fano tlor bol sawnium. Remove nommeatr or tiro sad bwbp f teen the top of B&B s FINN. Chat*roots ad eat dela arty 1}ayW or Irl*=races. StaAAsr piaate in rows. Batt ll phlm►ng hole wile e. T LIST "I ati:'while rLM wood"archyer lato elirniruaa wide. f W ICtlf MANXMtWW*e rlpproxitrtaar+ly 213 ill,wNirx 1 away. M"ssNrairettA baddilf and dish an SPACING LANDSCAPE PLAN �I�had ow w Until B �a by twat bell�b alma saneq adia�g radio. as to vet"by ryslew it sot altoaratl. t , ry Mp AUU ARCTWT'APlfYL08l1VA4URSI"MASSiICI USI- 'B" 1 pit. 3'o.c. y 3 0 _ STAKING OF T RM: Stake or VAy nil Iran Stskos shs16 be 20 X I'(awe)yreiigr ewe rbthea with poittt- MaarachaeaiMs Ktttrtilntidc) i)auAlas d►rdy,taSt* tlrrtlrt is Fera• T>rSe ties it Ones, bass stall be Tkay shelf b:d For,clear Reid st CDC Oft* DA111i TY C "C1pRAL BSAIJT Y 1 gull. 4,o.c. "Chmakuck"(was approved). Fat Elvorpwa troy roc"Oro-Strait"Tree Tien(or as approveo with guy erica Ora (Card MM Ncrebaty-(Bhmmter) wiaimmi 2 strand iwimW 12 V.wire. if4�• illy VMCA Mi)+iClR"1�4Vl,LS"(Blrrc C7trsrr Pknwiakis) 1 pal. 3 o.c. i110TES: MULCHING Or PL.AN7Ti IGS: &I"piiaroi areas drith Garden C ac led C K appot,xl dttryrwst( sWgpl by ,rrurrrnre RTA �6f+t18 TT;I1Jl'If m Ba berry-ATR)LJitP!)REA" Spit. 4'ox. Fuel-der as APPMvod),Or J dlepfh of 2 inehas in Smand eo'vor areas and 2 1/2 inches in shorty bads ��ANaarosc Barberry) >ao Nv wig VpRRUCIn,OSA(Warty[tctrtxxry) 3 gal. 3'o.c. 1• Contractor to verify all plant quantities, IaWBI-iUTAR SRiOt,d ARRA1k Allier arose late been pm4prt'patcd ar dalaiod Wastr sd1 Aaet or 7 CAI! (va►kaalsd rMmaisr AN s gat. s'D.C. 2. Adjust plantings in the field as ltecessary,i e. shrubs away from doors,large Irnr roars b ssgldtad pit reset trlarctla a tenoetlr,lira rad atondis lawn ares Apply ossa moicial l I**'art(II-116•i)a COO CMAMAOCYPIAMOSIMA-CRACiLIS" s' 4'o.c. evctgreenS away from windows to blank walls,hill grown tree canopies away 12.5 d Per 1,000 re}fl,raatllt gypsWm x123 IN per I,OOO sq Il,sad rrkr or oak talo no ttrrduce. E�'teblieb rt �:' ( Iiabeb CypraK) horn signs,etc. Notify LAndaeape Architect of any changes in layout, e►eR lino tlenaaed rind Aad tSteatfttg grades,aa4ow and tsaa.e. >f1 CP C0100AS'I+3R LAL`TEUS( iicy Cototssattcr) S a w, s•D.C. 3• To be irregaped with an automatic,underground irrigation tryatem. tifZO: 6Leslag a said Q�alptarltl8 M tippsatila tlesto Ina T'b roaiars cased otrnae L%1Wait(Irtwnrstrd rc all cis. ' ,, CS COi6"ir118RM SHALLOW")t edw DaVm4 I pit. S'D.C. s 4. The Itptdscope contntctor is to reattnve blackbarriea and non-native plaftts(flee apecFlkatioau Saw atrdl wYl a weshsdcel 4�M a methm tatear ap:odbrd bdorr. Rahe and N#Aiy io prnvitdo sorer. IM RAC Gt 11TI'A'71t Q0n C�OIa1PACTA' I aw. l'e.c . A pi. r o.c. �e n "4 "0e oantrltctor will be lallXited to regularly obaatva the condition of the (Cbm"11 I -Hdly) n*156114011 arta and make corrections Or replace tratari IS as deocnbed in this plan. FINISH GRADE MIM SUDRD LAWNS: 8eea Mac:'Ch arpm-send nix(as arpplrad by Seed Rr�aowe h odOrcpa-or m approaed)- 6. Ott apes btislit anal,alot�the Sery a lir.Par a,uoo 4 it r' WC SM C'i13NATA"obit NIM (Careva+r-:rad lapnrrass Hoffy) S gal. !'o.c. Property boundary,the nWnlOMM Contractor is to ttelttove IC(D CR6tiATA'r�N ISLAt41b 2 pt. 3'D.C. bbolil 'iw i nd M*refect tet WAIS on a biamteal brills the!kat lea pLjUh_��b1 yw and anatpplil the following 2 1/2` BARK MULCH r--•' 1"g• ��aIMROa COla/'aCtOt'neat use an herbicide that 11 a WaK SL1CDiirG; Arras wttrale MltCldreetiea loco bees raeiroted,sed�>�Mat besNpolearbtld�oaontrNction treat LIT L XR*Mgd "iTiXANIJM" 5 pit. 4'o.c. atm and x141" t to water bodies, approved fbr appYcitiotl in tlpariAn d byiseeadod Writb Pro Tbno 402 Nsfoa Rlparip(Jraas Klin writ!!Dili at 2 Nle A>ewreiaOIOW ba n A �Ja) —BACKFILL SOIL MIXTURE thttAwear �.• J1IILIC f11A1101A1► 3`C01►R'ACTA" 2 pit, 3'oSWAAli* ear b" p ptgpted si*wAW wdctr p op utiag,4"or vVlTH FERTILIZER WATU QUALM SWAM AJAR a+fr+3 6" MIN. 991"am to rtgtired pdre Ap*commadd Milliliter(a-"with and Will,dwt• a dattfsp #A tnfYltlCA CALaPdllifCA S ad. 5 t 6'ac. va igm a 4.5*a par IpOo sq.9.ad tilt ar TA*60 tats mill= H Oldide ort�(tae ttttarrrd sped bed m�S O DvAlk a arr EXISTING SUBGR ADE Vsdre, Aam trod W moi slaw steel onto"apaaudSt a ha er lf m ester d 5 tern par I,OW Nq Y. �"a ND ) o dttrwa tib to prstvide+tevcr. 14liltaiA MISTICA�CHM STR6llM"' 12-1 t" 3'o.c. • (IMSOM Naattfaa) !RIM♦' i!MI om D�iSMA"WOOS DWt ate" 2 pit- 2'o.c. SHRUB PLANTING DETAIL >I MY01'A1D"'f1aNd°0"/1°"b'g'°' 'rili a*a""` Nis MOM"rod + JIM ICA �AOII�Mt Dwd 11aSdMta) Sav nab w4b a eaedaraa d 4noW r at a weiltsaa rase ar spNdIalb/11r, Rale seed#$*to pnerMs dares. "DORA AMATt31S" 12.14" 3'ex. NOT TO SCALE V j IE, NH It11iMR1"liArrTtr 18.12" 3'o.c. WATSR QUAI 1T�'tiWALd StSd Peo4isre w iAtarf Nallrlalkte fills(/N ttgpplisd by lisbbs 4a Naptn.e,LN/. 1! ' RlK, RIS"Pt)tpi.E LACE" Ill-21" !'o.e. ibmlaad 4R.cx an spptavaA dlrtlall). Seed is be crop and wood 0pa. s - RU RHt7D0081�R0M ' "LAlIQUB ism. VexO.C. NUAW tNIANCt-WATM QUALIn $WALlt: Aft 6a/4yrs ralpply 0aaassocial hft mr(21.5-10.2)witch _ If1 ire SArt.IX 17�1�A"ttIM1A"(AiaOraa Nlae Dwarf Willow) I sm. Vex. rkYn•war(etNs and 33'1(,saw ueNatirrA s1trN(lan et 4 Nr par O,fXIU N4i Sia6Mlolisl analo le to arc kdrpt ales!dsf duaris Q � 1S tlAigaAi081►�lt1A�M41 i gal. 1'D.C.oc. I' ? SAUX OTC b llMkaW aw) lAri. 1'D.C. r CHAINI..00K TREE TIES sadarairNaettadtoktorwwrierfew. ( � 7a VD VNRXLW M DAV®U(Dwid Vraeaea t) 2 v �a) d VINI �PLIC.�"MARILSl1" f Art. 1'D.C. (OR AS APPROVED) -l.Aw►tMt Tire IaNN setts its be ataitasiaMlr r� - 4 t>YlsriasliDrable"vwwmmw 2" x 2' D.F. STAKES %>Madt`mowio&"wefta>dInali ata � L1 mWinara do Or aft sadhOS, After 38 clip slay 0■p1rrM1 lbMilaa►pd4•04 a14 Sia pr IAM tet& Mme f aadhetprll/2"tr2•hliia Aasantlapphlgeadd)Ipawlfio [� '•• AC AfBR CIRCIW►TUM(viae 1111tpb.hlialwrrn,Sian) a• w stance M AIN ACM M"WAR Wit"(6a ai&Rad MW*k) CROWN OF ROOTBALL TO BE CLiAN4W, Al vosplslige s/Mtut<A aft�Mm"swilm ^ale•."is"M oar Abat fiwt silo. L1J 1K AIN Atm RI1�UM"SCARdBhf"(Soy Ssadael MNpM) 2'dol. _ _ __ 2" ABOVE FINISHED GRADE 01r woftarfar116atlllto(� abe/Mallelbal"ma/ �sllt�adllrl movilrsomrad �, ' f • 1'd CSir CAR1rIM)S 66'Mdlg"FA31'l131ATA" rat. •• - � este! �••) Is 'FAA m AitMRICANA'AIIIUMN Kmpu) 2"pit. " � < t10SF: RC'NFORCfp RU88ER I L� c FiNISH GRADE CROWN OF t 1 � (laif) ) 7�• " - f ROOT BALL TO 2 1/2* BARK MULCH 8E 2" A00%C GUY WARE: /10 CA. :7 xi FINISHED \ / LUI " I 6"MIN BACKfQL SAIL MIXTURE GRADE 4 GALVANIZED STRAND. TWSTED, �- Q 1-6"MIN. W1TH FERTILIZER I ' ..c Zia 2" D.F. STAKES l I 1 rX T 3 STAKES EQUALLY I Z G EXISTING SUBCRADE SPACED AROUND IKE fIN15M GRADE LSI z ' 2 X R0011DALL 2 1/2- BARK MULCH (L_�L/_ r' "TING SOIL AND f ate' "TING tri 1= ---� • _DECIDUOUS DETAIL TREE PLANTING DETAIL DATF 0_ ' ADXPA suft/1P MOM 1110P 111"a SUSCORMX le_ NOT TO SCALE H" Or ROOT BALL 4/15/9a 1 2 X RROOTSALL (TVP) SCALE i raltoi ra.� 90073 DRAWN ' Cyt[t7rED g 4 i r SSS RGR E:ST KING TAIL %ar No �� L 1 L 1 CW MOM _ --• .=-�it _ ,:._. V 7 1D SF'r� row -SET. , aJ ,e,r� j3 y • • NOOK,, i In f.r .. � -'�-•' 4 Y .. � ... •.PL!•-+.�+a.Mrl.�!"'-'�""a..,�._ y `r�V-^d a� /r I .�.-, '�'�'-. ` li 10 12 n F 7 I • r key ,: Ili, • 11�;{II {IiIIJIII�II�I{ I{Ii{Ilhl�lll� Illliill(Illlfl llJilll� I i I . 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SP..19'--0" -0' b EQ d 1> .J - - _ - . .�. 4 b« .A X ° i •' 11 ill ) D D .�► if - i V d tEy;s.. 1 1 r -;�' `' I •` � 4• ^_S�6 I I O A1 j •'+ .;4-� ti:y' 4 t«I. r �L, o r F... -- ---- ' -W - -------- --- I C t" ° 'I It I W.1-I ....�,. •r--• .__ .��. * it D, w `�,., $( W C.0 G.O. _, N W , 11 / � � � �, $ 1 A {a} t. ``� I .. ;1 r' , SPRMKLER i c .._ rr •` RISERS _..y - I i �'((1J I% UFC t Y w ,,�. Y is ---- --- ---------- --------- - I SANITARY LINE AT 2 %&,-#E LADDER --- -- •� / j r 111 ,4- + SOFFIT 7 C.O` -W •��.•-�. . w�� -,. --W-. - -. - P !1 . I r' ra n _ UGH ��..�.�,.�„+.. ��` i t~ r+i `, - TV /1 C.Q. r .� r 6 t 4 �(/ ` �! � [1� 1 1/2` DOMESTIC W .R LINE TIGHT TO I ; * _,jJ 1 «t� i". t 4'11 • • X� {� :► C'! ,� ROOF STRUCTURE. tECTLY ABOVE SANITARY � � ; 2 I w I aww" h " , n i. ,24 - r--- -_ ROTARY ROOF I J Q 4 ° d.. .rt2 lb /i VENT \. I I io 3 I iIr N N� y,'' `11, I 11 a '*IV :.'Sc 1 L J �t i`�t HOSE BIB �j \' I p ELECTRICAII i I .11 r1 ' . % — / 1 I >'_'l � I ROOM 1 1 P .• �•I" y, p b '' . , _tel- (D -`� ID - W----- -- - -W- -' ----- ------- W -- - j ,p - 1 :O ,, .'4 1 r 46 8 i� 3 - _ - ROTARY ROOF .y._0��. ._• '` ( I , 1 11 �, ", `_ -_ FIRE EXT. OS VETIT C.O. C.0 �� I r- W.L I Go 1.dill �n �y;, % �''Lnk io ,„( �wA11 9 T ,' 1 g j��- G � HOSE-SW 1, `` I ` w� _ _-----� ' err , o f ten: i rJ e METE . . 1 Mr ^ � U OFi AN - :' °” 4 _ / ---- -� O . r IRE EXT. O `C�AIPTWA.cR D \ _ 431 0' >1L6• -I RGAS I a t. ; , i 1 ♦W. Io TYP. W--- --- ----- ---- ----- ----------- , 11, xT` g� _ I 3 � • .ter_. cn , :, 1 Y'• ;: ,pr.+ �. a __ --..-. _ + _ - ROTARY ROOF _6 • ( ,A.A . !'-� r �' , , 1 l 'T - i &o - ...... --_ VENT ?? is I J- ' x, `u - 1 _ - 840 I `(:\-_,_---- ) ^ �1 FOR CONTINUATION �C1,r,0 r {7 +� .t ,�yt y'�s' --•1 - - - _-.�.. _ N r I i 1 L2\._1 N �+ 1 SEE SIGHT U11UTY PLAN �3C t ! 1 r `.'ip t 1 3U 11-1 i H O,S� 1 L `. tat -x s . I, :, &, - - __ _ _ ____4 - -_ _ .1 t ul N ! Cort �"td ,I, 4 . . - r' �' ---- - / ` W 9—FIRE EXT. O5 "� II `., {i i 1 :&; . ' _ -- - . ' ------ -4----------------- - ------- --- 3 STOREFRONT 7 f ;' ,L r t p, ' : ' 81 --------- - _ ! - - I O ENTRY SOFFIT ' - - •�K �1 `,r .� 4A, ` - _ -7- - -- _ HOSE BIB LIGHT +'.... Md., ..,y TYP ` 1 -� i a 1:3 ____ - .: :r"'' ,lAt<t ��+ r .r, I ___ _ T -t. _ - - _ / \ W.L. ---...- - ~ ''�• x. I e, p� �` ALL PACK 9 Tom ' t-t a w _ 4 LIGHT ! fin �l _TYP. I l • ,0 I - - ,__ - - 1_ I . . ] . 4 . i 4'-0" -0 4,-3• (2) E0. - _ 10'-9' -0 -0 6'-0" -0 10'-0' -0 -0 8'-3" 10'-9' 6'-0' )QO. SP. 2) EQ. SP. _ ( � ' , ' r; O' -0 10,-0` -0 -0 $'-3• 10'-9" 8'-0' 6'-0' ^0 10'-0' -0" -0 p_0• 2} ©. SP _ M 10' - ------- 1 / 2.9, I • _ I r -, 1, �'•I 11 w I 5D'-D 5Q,-D SD,-D" '-'1- -- .- -� %!/ ..� �y�hp, ." /� 203'-0" - �- T ,.- } � fir* - I I 4 A B C '� t 1. I., � x `rI. I p E I .. n . •.•t i ' 1. I - •�4 ,_"* ' A y . . ' " .11 4 x BUILDING A . I r FLOOR PLAN 0 , 1;%'Y .1.' O1 'yT4" • X� *01 -4 - r a •.4 ' r.. Y I 1.. , • ' I DOOR HARDWARE: 4n. %K Y ,-4` . •> PART MARK DESCRIPTION MODEL MANUFACTURER > f ' Y'HGE Of BALL BEARING TYPE, 1 1/2 PAIR PER DOOR LEAF FEI6179 4 1/2` X 4 1/2' STANLEY I I AN GENERAL NQTES: ,t ` BUTTS/HR,IGE B2 EXTERKXt, BAIL BEARNG. 1 1/2 PAIR/LEAF NON REMOVE PM 17 /LLE ( ) FB8 9 NRP 4 1/2" X 4 1/2- STANLEY - 1 CLOSER - C2 _ STOREFRONT ADJUSTABLE HYDRAULIC LCN 1461 LCN I. SEE FOUNDATION PLANS FOR ACOITIONAL DIMENSIONS OF ALL OPENINGS Y DRIP D1 2 1/2" CURVED EXTENSION 346 A P '! (DOORS, ETC.) THAT ARE NOT SHOWN. EMKO 2 VERWY ALL UTILITY LOC TIONS AT EXIT FROM BUILDING °,x- lj " Df.A080LT DB1 HEAVY DUTY DOUBLE CYLINDER AT MAIN ENTRY DOOR B462P c.,GwI.ACE •,.yW a :` .1 11 WITH MECKANICJIL. CONTACTOR. COORDINATE ALL INTERIOR AND ,..^,, LOCK GUARD Gi LOCK ASTRAGAL. NO. 184 IVES EXTERIOR UT{UTY LOCWDON5 PRIOR 70 CONNSTRUCTION. � �' LOCK Lt EXTERIOR, KEY OUTSIDE. TURN/PUSH BUTTON WIDE. 053PD - ENTRANCE LOCK SCHLAGE a VERIFY ALL WALL HEIGHTS WITH STRUCTURAL DRAWINGS. n ry N s' l ` - 11,�-M : LOCK L4 STOREFRONT SINGLE. KEY OUTSIDE, THUMBTUFIN ADAMS RITE MS 18SOA SCHLAGE -7A 4 i �F,1,1.: W..,_. INSIDE WITH LOCK,7UNLOCK INDICATOR. 4. SEE LANDSCAPE PLANS FOR ALL LANDSCAPING AROUND BUILDINGS. '� r ' e" 1�+ s � �"t LOCK L6 OFFICE KEY OUTSIDE. TURN/PlJSHBUTTON INSIDE Al70PD - CORRIDOR LOCK SCHLAGE --4,y . , a ` i STOP S2 WALL TYPE HOLLOW CENTER FOR LOCK BUTTON 407--1/2, B-10 IVES y :d "�'�•'wl STOP SJ FLOOR STOP (WITH RISERS AS Rf0U1RED) 436 IVES_ '1 4 s �"° `�•11�1 ,1 TOP Tl SEAL AT TOP OF ii.M DOORS 377AV PEMKU �QlAN KEY NOTES t ,: , WEATHER STRIP WI EXTERIOR DOOR PEWMETER WEATHER STRIPPING PF114PS PEMKO ,,-,PREFABRICATEDWITH (NTE ROOF HATCH 51CN SIGN1 DOOR TO REMAIN UNLOCKED GORING BUSINESS HOURS Ol DOWNSPOUTS {OLS.) 6' TYPICAL SEE ROOF PLAN AND SITE UTCLNTY PLAN 1 ," . ` UNIT WITH INTEGRAL CURB ! t' 1 •s; . ROOFING AND FLASHING At IY CONC. TILT O PANEL JOINTS TYPICAL - SEE STRUCTURAL ..1, �. �•"`-Y MINIMUM WALL ROOF HATCH PER SPECIFlCATIONS 11 i -'-J DOOR SCHEDULE 3 ALUMINUM STOREFRONT MONDOWS PER DETAILS AND SPECIFICATIONS ' '� r r GBL. 2X EACH SIDE 4 v�(I LUL�1s�E� ,,�,, 5 '= 7 4 X 4 CANT STRIP �� 0 PROVIDIE TYPE 2-A FIRE EXTINGUISHERS THROUGHOUT SO THAT THC TRAVEL r � Y�•, '1 , d, .t VARIES N0. SIZE T PDOOE MAIL TYPE MA GROUP FRAME HOWELABEL REMARKS DISTANCE TO AN TI EX NGLMS14ER DOES NOT EXCEED 75 FEET (UFC STD. 10-1 3.2.1), 011 It - OF b 1 S-0" X 7'-0" B AL I AL. C2 L4 P1 S3 WI SIGN1 - ALUM. STOREFRONT . t R 1 6 PROVIDE A KEY BOX K TO THE EXTERIOR WALL IO` AWK . n 'ri AMNlG DEFLECTION CONN. O `3'-0' K T-0' A H.C.M. 1 N.M. 82 D1 G1 L1 52 Tt - ABOVE FINISH GRADE(ANL! J�itCE1dT0T0 THE RIGHT SLOE THE ELECTRICAL �"" EXTERIOR MANOOOR �-.r_ ! ROOM DOOR. THE BOX SHALL CONTAIN KEYS TO GAIN ACCESS AS REQUIRED BY THE '.e,.,e �. `4 LADDER PER PHONE ROOM AT STRUCTURE O3 3'-0" x T-0" A H.C.M. 1 N.M. 1 L6 52 - INTERIOR MANDOOR FIRE MARSHAL (UFC 902.4). i '; SECTION _ t,Xr�t' �4 12'-0` X 14'-0' C STI. 2 ITL. DEAOBOLT EACH JAMB - (PM.) OVERHEAD DOOR O PROVIDE EXIT ILLUMINATION HAYING AN INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE _ AT FLOOR LEVEL WITH AN AUTOMATIC EMERGENCY POMER SYSTli�1, SUCH AS AN N GAIARDRAIL - LEAVE S 10'-0" X 10'-0' C ITL. 2 ITL DEADBOf.T EACH JAMB (PM.) OVERHEAD DOOR -SITE POWER R'« • 1 ti TOP RUNG WITHIN 4" OF TOP S OPENING, AT ON 091E GENERATOR OR STORAGE BATTERIES. TO OPERATE THE LIGHTING OF FRAMING HEIGHT o rl'` = LADDER SYSTEM IN THE EVENT 714E PREMISES WIRING SYSTEM FAILS (OSSC, SEC. 1012.1 & 1012.2 ' r 2• X 10' (BENT 1/4" X 1 1/2') y FLAT BAR CLIP - WELDED TO 3/4" PLYWOOD DECK NOTES: �_/�_��J��_ ,� J r PROVDE SOLID ®LOCKING EACH RAIL WITH 1/Y X 3" LAG + 10'-0' '�_✓ �- I� co ' � AS REQUIRED OR ANCHOR BOLT. PROVIDE 1 !!LL DOORKNOBS TO BE LEVER HANDLES AS PER ADAAG 4.13.9. I 7 .", I11 r O AT TOP RUNG AND 8'-0' O/C. / A I MAXIMUM 2 TIMELY FRAMES ALLOWED AT INTERIOR DOORS ONLY. `.,♦� v, ,t��r ,��;.' WALL PER PL • 3/4' STEEL RUNGS DRILLED Rl�- BLOCKING UNDER 3 ALL DOORS BF-TNEEN OFFICE AND WAREHOUSE AREA TO BE HOLLOW METAL (N.M.) IAAL4 LUAW . LEGEND: ' _r J, .. 1 lJ►I1DER FEET. 4 ALL GLAZING iN DOORS AND WITHIN 2'-0" OF DOOR OPENINGS SHALL BE TEMPERED PER U.B.C. 2406.4. 4.r• ANO MELDED TO RAiLS. VESTI�NLE 2 >< 8 WOOD STUDS - PROVIDE AT MAXIMEVEN UM LNG 2 X 12 AT 16" O.C. GYP SD. EA. SIDEST/YP. CONCRETE TNT-UP WALLS (THICKNESS PER STRUCTURAL) .i e�I,_, "I 13. 0/C. MAXIMUM (PLATFORM FRAMING) '. ; w-, WITH R-19 INSUL.. i '"AND00R DOOR (MATERIAL TYPES: � 2X6 Wood OR 6' METAL STUDS Al 16' ON CENTER WITH ll�Z++Z ' PER SCHEDULE 5/1!" GYPSUM BOARD EACH SIDE. SEE OEFLECTION Y� r4 �, .11 ELECTRICAL ROOM � • 2 1/2` x 3/6` STEEL RAILS S.C.B. SOLID CORE, PAINT GRADE, PAINTED FINISH CONNECTION FOR METAL STUD GAGE. /SPACED 18'. EASE EDGE ,1>�r . O f AND ROUND TOP S.C.O. SOLID CORE, NRi1TE OAK STAIN A - 1. 2 x s STINGS AT 16• ED AND VARNISHED -� �1 O/C. WITH 5/NI" GYP. H.C.M. HOLLOW CORE METAL, PAINTED FINISH tS --- _ i BD. EACH 510E LJ • �k'.l r tl' r4� 2" X 2" X 1/4' X 2" WEI!)EO 0 - FINISH FLOOR A 8 C ACCESSMJTY.- THE ENVIRONMENTAL CONTROL AND LIGHTING CONTROLS `HALL NOT BE , ,�It'• " CUP ANGLE AT EACH RAIL - Tve� LOCATED MORE THAN 54 ASDVE FINISHED FLOOR FOR A SIDE REACH z � . 4 OltWR�LTF SLAB PER PLAN WITH FLOOR R ANCHOR BOLT DOOR TYPES- Dt�OR FRAME 1 11-ES: +� 14 �prA ' OR WOOD FLOOR AT MEZZ. - °_6. (03SC, SEC 110Y.2.3.A ' w �/ TO FLooR OR 1 2` LMA. LAG BOLT _ ) > ` ,.L/ ' y .'' /TO BLOGcWG At W000 FLOOR - CLEAR APPROACH OR 44" FOR FORWARD APpRQWCN p� ENVMtONMENTAL AMR: MECHANICAL DESIGN SHALL PRO A S TEM THAT COMPLIES Q WITH ALL THE REQUIREMENTS OF CHAPTER 12 OF THE t "�'�'�"d,.'. ' N.M. HOLLOW METAL, NEW CONSTRUCTION TYPE O�C. �'�_� � �i�:' Ca �,../ W III . 1. PROVIDE SPRAY PAINT SIGN ON ELECTRICAL ROOM WALLS TO READ " No PHONE EQUIPMENT K.D. KNOCK DOWN, TIMELY OR EQUAL, ^ x ' f 'G ALLOWED. VIOtJ1TORS WILL of pptSECiJrEp• • (CANOE SPRAY PAINT ON MA11E BACKGROUND) TIMELY OR EQUAL, NEW DOOR AT EXISTING WALL (U.N.O.) f JLC .. �� ,yy ABBREVIATIONS: �. Y(5' ;I 2. KEEP All PHONE OOIOINT NI CORNER LOCATION AND STLIS TO UPPER FLOOR WHERE 1'OSS11l E OItlNG PHONE CONOIILT IJP IN Ri9ER VESTIBULE. STEEL ANGLE HM. - HOLLOW METAL vi� +.i EA. SIDE TYP. • .f ::t;,.;�• ° ``� 3. SPRAY AL1, WALLS WiTH ONE COAT OF MITE PAINT STL. = STEEL- ale 11�, ' v.M" �, �t w i AL. - ALUMINUM — t'lly a 14r - ��4 1 . ? . ,, I i PM. PER MANUFACTURER 'e I � : '� r LADDER TO ROOF HATCH SE 2 E 2 TEMP. 1EMPERED CLASS t N 1/1�'.1'.-0" "OIs •'' 7 LECTRICAL PHONE RISER ROOM SECT10�! o AJMES �'I .'>Lo. . KNOCK DOWN oRAwM ate+ ; °. Y►. '.r' . •!S Z 1•'V __ ..�•� 1 n.� a •. _I, ' v 114 .1 ., Fry (T' 1. ., ti r " •L, I tw 1. wt . r i i , , A . 1. ., 1 ' , 4 �. • L ~'" '' .! , .b; , I • .1 1. 16!76,16!!6!1W 74th Ave. !ML><"a , r v t` )' . t•�'p} I i:, _ '� ra; 't 7 .�, /!.. Y PLM94-0276,PLM94-0274 >If'•yk y •i. + y. 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I . . - -111- , ,! 7 4 la .�', „•C` ,�1 :- •r y .. .- +- ;� a. - - -i ' - _mow, .r rz ;60 � ♦ ,�Fw.r�..',y7: " , ♦ _ Aviv � I '�''�• - r� ' .) _ ♦. - t 1• p• �a rw 't• .. •�' . rr T �� ',�- k •>r,..: ,; -••y� its .,� yl, • ra Wy� N A SIM. Sims • �'.'.. .. � ISu STRUC_ T.-� ` , * 7 *' ✓`,k t .1 ! I OPEN WEB JOISTS_j i IN CONCRETE SLAB SLAB OVER 1 COMPACTED CRUSHED ROCK ! CONCRETE FOOTING GRADE CROSS SECTION BUILDING B , r .1 - �• , yr•�' 2 3 5 6 6 5 4 3 2 i `' kw"! A- SEE STR T.O.W. A. -. , .rte ♦' '� I ''.♦ .' ty D' 0* ' •t� �. --_, I I GRADE `r 11 - - - - - - --- - -- - -- -- �_ - _ �� -- - -- - JI- - -- -- ��- _ C' - - ----- ---- - -- - -- - - - - - - - - - - - -- - - -- - - ------- _ __ _ �� .-_ _. -_ - - �.-------- - - - - - - - .-.- --- - -_-- - -- - -- ----- `vet•�w✓� `b-• } 2 SOUTH ELEVATION BUILDING A V 4 NORTH ELEVATION BUILDING A 6 CROSS SECTION BUILDING B VA — —47 . L 1�V r t ,t�','•�� .rid' SIM. SIM. �.------------------------------------------------ COPING -_ - �` SEE STRU_ _CT, T.O. :?ALL -� i I 9.. WALL PACK LIGHTS TYP _ PANEL JOINTS TYP r - --- �- — -------'— - ---- -- — - -- - �- --- --- -- ' —_-- — -- -- -- 12"w%2* ALUM. STQIERtONT r CONCRETE TILT-UP - ---REVEL --- — B.O. REVEAL — TENANT SIGN L TE NT SIGN TYPICAL TENANT SIGN PANELS TV. TENANT SIGN — - y 0. T.O. ENTRY—vY • .�♦ r rXi cy— • I- - - -._ _... --.- __ -- .---- - - r - -- --_ _.- ._ - -- - - -- - - -- - r -' __ - - - - -- - - - -' - - -- -- - -- -------- -- -- - -. ;t C ---_ - - ---- ----- - - - -- - - - - - wlNoowsysTEM- - - - -- - - - - -- - - - - - - - - - - - - - - -- -- - - - - - - - -r - - - - - - - - - - - -- ------ ---- - - -- - - - - - - - - - - - - - - - - - --' - - - - -_ ___ ---- --- - ------ - -- - h " r t..✓ " INSULATED GLASS RECESSED ENTRY TYP. SEE OVERHEAD DOOR (TYP.) 1 EAST ELEVATION BUILDING A ' FOOTINGS BELOW ALUMINUM FRAME PER STRUCTURAL STOREFRONT ENTRY , �`f-- PLAN .' .1 _0 "°• •1 rt4 ,roY °• Mror. „ SCUPPER AND DOWNSPOUT Ji �„•,,, '•`'♦` ' (D.S) TYP. - SEE PLAN M, SEE STRUCT. /� °�i+l"' V f {, ,0 T.O. WALL- f:'ti't° nlC4 -------- ------- ------- --------- - ---- -. - ----- - ---- - - -- ------- - ------ - -- -- --- --- --- --- ------- -- - '-- ---- - - -- - - --- -- --------- -- -- .rwc'.;.�„ _ --------- ------------ - - ----------_.._�---- -- ----- - --- ..—..__ �.- --____ - 8.0. REVEAL d .. • .'�' �, - T.O. WINDOW .. • "�• ,�. LLJ -a. wMVAL .•- Pi uj Lj r, cEN� aF� � .•�• y•`,�� - - -- ---- ---- --- -- -1 L _ _ _ _-.+per - - - --- - - - - -- - - - - - - - - - -- E-- - --- - --- - -1- - - - - - -- -- - - - * � — - - - -— - --- -- — -- --- - — - - - - -— — - -- - --- — - - � , - — — - -- - —- — -- -- — - — - — -- - - -- - - - - - - - - - - - -- - -- - -- - - - - - - --- - - - -J < i lE~' In UX OAK d, _ sou 111ro , . . ' Ilk 3 WEST ELEVATION BUILDING A °"A`OI _ AIM �w 4" �; �• . .e t 91KtT NO t .• 1 VW( PLOT DA r Aw //1". 1001 017�.'�M19011� i > h• ��, i A ° 1 'L ,11,1'.f ,T^ .� IC .. ` y�,�IIIr, } •4 'R wi:T.'�M YL � t 'C J 1rn- - - 1..,+F • �.'.' .ir fi►Tii1' '.i. , �' •�� `t' .. •.ir.�.�i'- _ - ..�. - _ , .._. r .. .. _ «, s. �.' _i' ,,..5, :...... ._h._r.. .-r, .- r _ rl'�..ai�t•. �� a:�. '� •�• -- :"i:F IMffi.�. - __. . ..._._e'. . ._ .. - Plll'"T�6 _.. � - .n , w•° � 'FNS'a�Nn+nk♦px*..n.pr+,.o......... 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I O )W L4 ,� \ � ,• +p aat 4` SANITARY AT 0.021( SLOPE "'" C• it F \1 1/2" DOMESTIC WATER - LOCATE TIGHT ; TO ROOF SUB-PURLINS DIRECTLY OVER VMS v b ��• SANITARY LOCATION I �1(It'. a 1 I STEEL COLUMNS PER 1 r•i` .r / 1 STRUCTUR TYPICAL RUBBER DOCK t BUMPER •� ------ e» FIRE EXT. t 2 FIRE EX T. Q • i I �— __ C.O. CIA / t I 15 STOREFRONT ENTRY I '� t 60I W.L. b rl /12 N I ROTARY ROOF VENT 4) EACH 4 I --- - WITH CHAIN OPERATED DAMPER I O N - ' �f 4�►. RE SPRINKLER AND 6LATCH FOR CHAIN ON COLUMN } x • DOMESTIC WATER RISERS-�, A • .� - - -G S M TER �. - -- -- -- -- -- --- r -'W----- - ---.. ♦f y_ I I 0:0 . ELECTRICAL i FIRE EXT. O 12 4 0 , O ROOM M 1 I • -- 17'-0` ------------- - 1. SEE FOUNDATION PLANS FOR ADDITIONAL DIMENSIONS OF ALL OPENINGS o ----`� I \ • i (DOORS ETC.) THAT ARE NOT SHOWN. I W.L. , 2. VERIFY ALL UTILITY LOCATIONS AT EXIT FROM BUILDING 40 ` WITH MECHANICAL C'ONTRACTOR. COORDINATE ALL INTERIOR AND r'• ». EXTERIOR UTILITY LOCATIONS PRIOR TO CONSTRUCTION. _ r• 3. VERIFY ALL WAIL HEIGHTS WITH STRUCTURAL DRAWINGS. l C.O.. 4. SEE LANDSCAPE PLANS FOR ALL LANDSCAPING AROUND BUILDINGS. opI ; : • WALL LOBO: t • _A n CONCRETE TILT-UP WALLS (THICKNESS PER STRUCTURAL) 0 `t 1.1 'Z:=== 2x6 W.)OD OR 6" METAL STUDS AT 16" ON CENTER WITH i 5/8" GYPSUM BOARD EACH SIDE. SEE DEFLECTION CONNECTION FOR METAL STUD GAGE, I fn T tiKEY NOTES: IWL. 1 . 0 DOWNSPOUTS SEE ROOF PLAN. I +o I PANEL JOINTS TYPICAL - SEE STRUCTURAL �" i _4 ' GAS METERS TYPICAL - SEE SPIFFY G-3 FOR ALL LOCATIONS (D4 �• w .✓, • (� C.O. -- �- - - - -- _ _—_ - --- - ------- - - - -- ---- - --- - _ -._ _ . - V 6 jib Gl!AGE) METAL STUDS AT 16" 0/C. WITH 5/8" GYP BD. ' — -- s V / I g ' EACH SLOE NIP TO ROOF SWATHING - SEE SECTION o ' ^ �_ FIRE EXT. FIRE EXT.- v 1 ► io I I FIRE EXT. Q a >3 ALUMINUM STOREFRONT WINDOWS PER DETAILS AND SPECIFICATION: � I -- ' .,'� 'h }I • WAIl PACK LIGHTS - PER ELECTRICAL - SEE ELEVATIONS �� I 4.1 Z I EXTEND UTILITIES BEYOND FACE OF BUILDING TO MATCH SITE v^��- :.., , UTILITIES - (SEE SHUT 0-3) � i I b c « HOSE BIBS TYPICAL. I III LLN - - - -- ------ ---- - - ---- --- "'-•• (� SOFFIT LICIT -- SEE ELECTRICAL I •r•• -- �••- - I �, C) b C.O.c c.o. c o. & 4'-6' NOE CO NCRETE WALK. 4" THICK CONCRETE OVER 4" CRUSHED ROCK ' & a (ENTRY wALIKS TYPICAL) I I W ti 11 TITL-UP CRETE WALLS - SEE STRUCTURAL FOR THICKNESS. L1, in PROVIDE TYPE 2-A FIRE EXTINGUISHERS THROUGH STOU 0 THAT THE TRAVEL - 4 yI DISTANCE TO AN EXTINGUISHER DOES NOT EXCfEG 75 FEET (UFC STD. 10-1 32.1 - ' ---------------------------------- + U PROVIDE A KEY BOX (KNOX) MOUNTED TO THE EXTERIOR WALL IO' ABOVE c `` �1 I �• AMM FINISH GRADE AND ADJACENT TO THE RIGHT SIDE OF THE ELECTRICAL I ( / b :. ROOM DOOR. THE BOX SHALL CONTAIN KEYS TO GAIN ACCESS AS REQUIRED BY THE n -+-- f I S D I ' ; n �.. r� •t FOE MARSHAL (UFC 902.4). 1 I ' q•,, i <= rr • ® PIRIPME EXIT ILLUMINATION HAVING AN INTEAISITY OF NOT LESS THAN 1FOOT-CANDLE. AT FLOOR LEW-L WITH AN AUTOMATIC EMERGENCY POWER SYSTEM, SUCH AS AN _ 1 -r--- �• .. Y �• I > 2 ON-SITE POWER GENERATOR OR STORAGE BATTERIES, TO OPERATE THE LIGHTING `� I / I \ D' O SYSTEM IN THE EVENT THE °REMISES WIRINO SYSTEM FAILS (OSSC. SEC. 1012.1 !M 1012.2) I I W.L. rY 1 4 I - I ?V j IL..A.. �ih•_ �-- _ -'�+- -- - -------- -------------- --•--- .' A- Lj Of 0 T vi to 1. 401 h ACCESSIa. iy I DDI[ BILITY: THE ENVIRONMENTAL. L•ONTROL AND IJGHTING CONTROLS SHALL NOT,BE BUIL TNG 8 FLOOR PLAN I ' t IMAM MORE THAN 84` AEIOVE PNMSM FLOOR FOR A ACCESSMtE SIDIE REACH I2 I �� 000. � APPROACH OR 44' FOR FORWARD APPROACH (OSSC. SEC 1109.2.3.6) ' OOBLDGB 1 .I 70 'O gCAll I _0• Y 4 ENWIRONMENTAL AIR: MECHANICAL DESIGN SHALL PROME A SYSTEM THAT COMPLIES - _ _-_ _ _ _ - _. 9073 DRAWN 1 ALL THE REQUIREMENTS OF CHAPTER 12 OF THE OSSC. L. AMN Ait, w 4'-0" -7 t IO'-1 1 2' 6'-0" 5 E0. SP.. 1T-9" 6'-0" S E0. SP___s tT-9" ti'-0" 5 E SP.� T-1r '-0 4' 41r3'-0 4 EO SP.�1J'_9` 6'-0` S' EQ. SP. tT-9' f'-0' S EQ. SP. IT'-9` g',0• E $P.•11T-9` -0- -- (' ) ' tS) �I e.f lt6Ad RYV 7lth Aw. r MN-027tI,pLIM911 gZ7e sort NO }'` � ,• - -__._ 1 _._._ --_ ..-- .._ 1 _ _------------ -..._r..w____...__.a___...._... . .�---- ---- ._ .. .. .-..... __,..-. _. VLMK PLAT DATES; 4/21 14:45,50 AMMN 11;41.15 AMN 6:17.1 ARM 4, �'°}'�r$` �• i e ►v,t 1 7 41.tP AN d • � � .y� ins, - / . ... h 7• •, Y,4," ` > ♦ 'ti.• H' _� .., '.,�, . .� .,''�:, '• _.y ,, .J. • - .fid 1 / «• r.. ,h, , . ' ,�— d },�. a'r. ° • y ... ' .4. �' •A 'Y r Y ♦. �'• , "r;� �. r ,�.• ,A�{""1.-1.�; ••.Fal.' ',•/, •.:•, iv '' t♦. �� / y {' r , • Iry i. �,,. .-l:. 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'� - .9 � , 'w � A ,,' •i KC ', � � 'f �i R. „ r. %E �. d + x' � + .• a f j,., I ___(WEN WEB JOISTS r r •+ l++' , � I STEEL G16i0ER TUBE STEEL CUIIIMN CONCRETE SLAB OVER COMPACTED CRUSHED ROCK CONCRE TE F007MNG GRAOE--Q � s. 177 1!3CROSS SECTION BUILDING B q D C D E ______.--COPING -1,` ` SCUPPER AND DOWNSPOUT COPING (D.S.) TYP. - SEE PLAN LIS WALL PACK L ;HTS TYP. T.O. WALL 1 PANEL JOINTS TYP. PANEL JOINTS TYP. 8.0 REVEAL 4 • --- 12"ect/2" "" CONCRETE TILT-UP CONCRETE TILT-UP 1 L TENANT SIGrI REVEAL PANELS TYP. PANELS TYP. REVEAL !1 T.0, fIOTRY `� y ---- -- - - - - - - - --- -- - --- - -- - - -- -- - - T -- - -- - -- -- -- - - --- -- --• ---- --- __- _ __ - - - - '- --- ---- -- -- - - - - - - T -- - -- - - -- - - -- - - - - - - -- -- - - - - ; -- - - -- - -- -- - -' - _ _ ___ - -- -_ _ _ _ --- - -- - --- L-- - _ _ _____ - - - - - - -- - _ - -- - - - - - -- ��`=�;r � � = = ��- --- ------ - - ___ __ _+� FOOTINGS BELOW ALUM. STOREFRONT _INSUVANDOLATED SYSTEM A' k RECESSED ENTRY TYP SEE INSULATED GLASS FOOTINGS BELOW rr •. PER STRUCTURAL FLOOR PLAN A'�''"NIlM "IPE PER STRUCTURAL 1 EAST ELEVA110N BUILDING B , ti , `•-`-------------------------------------------- -••''' F L SIM. D C B p <. CANOPY SECS T< T - --- -- - -- --- ------- - ------ ---- ---- - - rn - __ >.• f _ — L TENANT SIGN - ` T.O. VA-NO-Ori--�1 f h y4^ r 2"-6" r CENTER OF •,.' REVEAL _'�_ - - --- - _ .'- --- -- - - - - - - - - - - --- - --- --r- - - --- - - - - - -7 - - - - - -.- - - ---- --- - - - - J� = - - - -- --'- --� A- ` --•- -- - _ -- -- -- - - .- -.- - _ - _ - __ - -- - ---- - ... __- •---- - - - -_ -._ _. ._. _ - _ - __ _ .._ _ _._ _ _.. _ .__ _._. _ _. _ _ - - -- - _ _. ... _ ._ _ - -- -- - _ _ -- __ - - -- -- -- - -_._- -- -- - -- DOCK BEYOND 3 WEST ELEVATION BUILDING B . A • 7 SIM. 3 SIM. 4 5 6 A16 i w ♦a,,49r� y r � �, TEN T SIGN -`-- ;f TENANT SIGN - - - --- - ---_ - - - - - - - - - - - - - - - - --- - - -- - - - - - - - -- - _ - V _ _- _ _ - _- •_ - - - -- -- - - - - - ---- - -I. - .- - - _ - - --. ._._ ..__ - _ ._ -_ __ -._ __ _ _-_ J ///�� •4 Y,. y ' s STOREFRONT ENTRY MAN DOOR (TYP.) OVERHEAD DOOR (TYP) 2 SOUTH ELEVATION BUILDING B of •ri, �r ' f r � �� 46 , �ij t'.f' w {1 ,, - '�Y .._�- _—.�._-__ _-.� _^.. �_-• ___ .- �- _. .�,}Y a�' ','•' �. r .._..____._�� _�_--_--__...._� _-- _ -_ - - _�� .��_._.._._.-,. �-�_._-�_}.._� __-___ _�_ � .__ _'. �_��.----' _ - '---- � • � rte' k,�.� .. s > w B.LJ ! 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J � •t ""?E .� � q' ,lir .r. rir•r i '1 1 ,. 4, r r 9 , , : , Y r 1 , r w ur Y. 9�Iv. o '1• .fir. t n v• R` J, r t 6i• � M. Y' i rk • r 4 , .� .1.,: .,,:J` i..' •v4 •,, .. , . � '� 1 • , ,,.•rtr .!'r, 'YJ'!n 1, q' ;• , /• �.. .�, f,• '1•, .,w. A4, +' M / •I•" , ''�' r r�• :' , �. '�' . ,tom .,,:•!�1 , I � ` b .r�'• - r 'r , !' • t ,� a .'�.,� a ` 4 T 1 7 ,, f ""' ?t•, SFE 4 SEE SEC 4 SEE 4 V i SEE !i, + T. 0. W. T. 0. W. \ TOP MALL UC AL SEE STRUCTURAL 1 SEE STRUCTURAL LEDGER PER 5TRUGT. T. 0. W. LEDGER PER SIRUC'f T. 0. W. SEE 1 SEE STRUCTURA - LEDGER PER STRUCT. STRUCTURAL q LEDGER PER STNUCT R-19 BATT INSUI III 111 'i R-19 BATT INSUL. PLYWOOD PER d LEDGER PER STRUCT \ PLYWOOD PER ' r 4 PWD PER STRUC'�-1RAL R-19 BATT INSUL. IpIiEN^ + t PWD PER STRUCTURAL STRUCTURAL tl '. STRUCTURAL +•, a,•w :1 - s R-19 BATT INSUL R-19 BATT iNSUL VARIES 1 �V_AR_IES PI-Y1MC/T PER i� •, TOP OF FRAMING �}pp OF FRAMIlG ETRIICTURAL � " ..;h `t�.• bM i; r' , . �bOPE PER PL.ANi SLOPE PER PLAN_ ii.t 1� "t,( p� RJfe ^ - _-_--- CONT. CANT STRIP T loll N If' r�� 1 yi F CONT. CANT STRIP * ks CONT. CANT STRIP CONT. CANT STRIP CONT. CANT STRIP I 11 y +` • 12R x 1/2' REVEAL TYPICAL ` 12' x 1/2' REVEAL t' \ lilll 12' x 1/2' REVEAL �) i 12" x 1/2' REVEAL �, ••�� ' �I 12' x 1/2" REVEAL ✓' ,';w. w SEE EXTERIOR ELEVATICJ4 TYPICAL SEE EXTERIOR ELCVATIONS TYPICAL \�' y� SEE TYPIEXTERIOR ELEVATIONS 11 II TYPICAL SEE EXTERIOR ELEVATIONS II SEE EXTERIOR ELEVATIONS CONCRETE i1LT-UP WALL 1�1• '� .._. - ; -2• 'I si 2 x 4 LEDGER W/ 3/4' DIA. x 4' 4;.` j I l+ a `'^ Ji01TOM1OF REVEAL i.�, 97EEL Jp$TUT FIND CINDER A BOTTOM OF REVEAL EXPANSION ANCHORS O 48' O.C. �I �--V—ARIES PER BUILDING I, VARIES PER 0X1 MIC A r' TYP �" / - BOTTOM OF REVEAL ; I BOTTOM OF REVEAL r PER PLAN IIT / SEE EXTERIOR ELEVATIONS ;!,I I SEE EXTERIOR ELEVATgfS MSA 4 -,',• SEE'STRUCTURAL FOR ALL r II ;I r!► „ STEEL JOIST AND ORDER DER GIRDER PER PLAN �; CONCRETE TILT-UP WALL GIRY ` CONCRETE Il I fi OIRO'� PER PLAN SEE 311WATURAL I= ALL SOFFIT LIGHT -- - TILT-UP WALL (lll,l .! N sm JOIST AND allm SEE ELEC. PLANS NO W u' SEE STRUCTURAL. FOR ALL ;�'�I I'I SEE STRUCTURAL FOR ALL + r�,• STEEL JOIST AND GIRDER STEEL JOIST AND GIRDER .' 3/4` PLYWOOD DUST 1 2 x 4 DIAG. BRACE O 48' O.C. Ti typ, �+ t #` COVER �'i W/ SIMPSON A45 ANCHORS BOTH 2 X 6 JOISTS a 16" O C ENDS + P W/ SIMPSON PR24A HANGERS t 'i� 50FF1TXTERIUR GYP, BOARD R-19 HATT INSULATION II f .• tl ' (3) 2 x 6 HEADER I OVERHEAD DOOR 2 x IS LEDGER W/ 3/4' DIA. x 4" EXPANSION ANCHORS O 41!" O C TZ" s 1/2' REVEAL------ * I 12 x 1 REVEAL I" I` 111 1 A ` 4 TYPICAL TOP OF OPENING 12` x 1/2' REVEAL / �J� r m ELEVATIONS ;,� ' i ' I, SEE EXI OR ELEVATIONS � TYPICAL ;I {' TY x 1 2' REVEAL � a II;, l N r �• I TYPICAL a +FrtY• 1i�-O " 1 9•-0' SEE EXTERIOR ELEVATIONS I ' SEE EXTERIOR ELEVATIONS ww + 1/2' B.O. PANEL t WNDOW HEAD 4 To SOFFIT SHIM h+� } k , STEEL ANGLE MID PANEMETAL EDGE O GYP A; 3/4" GRIP AT AT J �D +�I ' � , ;�_ 'w .N t,• D. SEE STRUCTURAL SEALANT BREAK METAL /�' rt{ a i ;• } • ,. r 's, FlNISFI� STOREFRON F•' � STOREFRONT BEYOND _ y . SEALANT INSULATING GLA 'yjw �n .Ili - .• a rrJ;.. .S ry. SEE FLOOR PLAN r •? ! FACE OF TILT-UP • ,r•- PANEL BEYOND - . A + 2-6, CENTER OF MULLION M SLL HEIGHT + 2'-0' :r•1'!l SILL HEIGHT . .,• �.:, ill ,� II �' I �t� I 4' E"ERIOR CONCRETE SIDEWALK SLC' AWAY FROM BUILDING AT 2X MINIMUM, 5X MAXUMUM SLr� CONCRETE AB - SEE PLAN SLOPE AT DOOR •1r/ SEE STRUCTURAL j -CONCRETE SLAB - SEE PLAN J.. v 1 III I SHIM AND SEALANT CONCRETE SLAB CONCRETE SLAB. SEE STRUCTURAL f M1 .•. N. FINISH 0'-0' FINISH FLOOR 0-0R ' 0'-0Cif 9 rte•" . • T " - Ili jl+I + . FINISH FL low, FINISH FLOOR10 • + _ ,''III,.,.',) G � 00 p� 0 U • I,I l I! � r r � � , �oO v - If, • r r� M ' Tll1 tlhifl I G� D �o v • ASPHALT PAVI G p ae v 0 , o n„ N op ,a,, ©� I 4 . o$ •0p p 7LI„,I ` II 0 T. p c I It',i r 0 III— f I I po (J O° O4 6 0 Q� p i:!I 'ti li gyp•. A CJ 0 aQ �Z7 ' x ,tir,It •� o� r 0 � 9 � � w V O COMPACTED BACKFILL AT EACH SIDE OF WALL - USE CRUSHED :. •1 In \\.\\�\\ �\ ROCS( INSIDE USE SPECIAL PRECAUTI f TO COMPACT GRAVEL BACKFILL k AT O.H. ['4`dt . SEE STRUCTURAL FOR v STRUCTURAL FORTURAL FOR \\ N ti• FOOTING SIZE AND •' ' +fro'; • \y/ FOOLING SIZE AND %�.YRUC \n\,\\ ,\ ' • w NTE: • FOOTW ON AND STRUCTURAL FOR \\/ REINFORCEMENT 41NOTE: FOOTING Sux AND ,. REMIFORCIEtVIE�t .. r „ \``� REMIFORC�MENT SEE STRUCTURAL FOR • ��/ FOOTING SIZE AND RENIFORCEMEltN ` /,\\/ + �+ • i REINFORCEMENT �;J '' � ••` jr., .. M r t • 1 WAIL SEC71ON ZSLUM _ ,- A WALL TION 3 WALL 4 WALL SECTION 5 WALL SECTION •. w LC,,! f, A5 A5 A5WW-1 37PTI"M kW '*1 d .•, �� + "w•t't •`• I �' �r''+'Ml'w •,� + c ... , "-'S .;4 �', ',,, A1M .1T� y • �. �� 16676,16666 SW 74th Ave. TITIN w :'�; '>��, .f � 'z - r - ...a.r .• , v 130131 r t. •'- , r PLpa46-0776,M.MVO-0276 y� �' ti 4 i, ', h, r ^.1+' ' 1 • • r L„ y',' r • ,t t OT DATE /II ��, X .AIN1 `�1u�n.r.~. � -.. yt , '� �' 1/ � ryt�k,`4�• •1: A rn � ' J �• Is I .r: ➢ 'i t.. ''-;,f�' ,k'd ` n.,: . ,..,-,r,n: .-.,•..ran ' r' fig' � rl{�r” •�� • '"'` 2 r 11i! 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L • t,°.. '+' Y 1 ! h' w r .,. +i' 1 fj «. �, fT ,_ 'Ari+ _ , 'I ,f `A!'! tl A 'X Q • r 1' -•�� '� '� 1r +.W�. r r, �' y rtr A' �l'. . •i i,. p h.• • t �.C'•. a - Q �'R..-»-{ -lwr Nv - `-d h .. r '�1' ,^ . . ,• 1 r ri' 'x .x h d ..� r S- n + "� '� 4♦ ,Ir+t,�� ; # � a t. 44% art q I 'T. LqI'IY1I” .4 X' • :Na' J• aa.a ,•I ,. t .� 4r ,tib A�� . , v 40. Is r y ►'r'N•, t'Y' 'T•. ar ji . r t � " .1.. n,�k.Y•_ .. F i Y t w t r r r i 4 • l •. 'w o t. 1 'v•• J Y• •1. , C , • =x # S' Is'✓R'f 1 } K Y• 4 (' y n J' , S r. L rr' i r , N• m Y' 1. w hj,�, + v '♦ems {l t ,, , ,•1{t •}, S '• , :a .. r " 1 X.c 'Itv' Vit^ �,,. i ��`Y k ':p•], �: ,{y ��• Id orf .3' }• r G '4: ! t.• fo ' I({ SEE ,j' SE) .- . r •,' ,;F,tj�-►.: y,a'. Y. •� TL �, „ ,�•, :r T. a W. T. 0. W. \ �� SEE STRUCTURAL TOP WALL LEDGER PER STRUCT. j[/SEET-STRU_GTURAL + • LEDGER PER STRUCT R-19 BATT INSU < + ) LEDGER PER STRUCT' PLYWOOD PER -- ! ti•w r s '; PWD. PER STRUCTURAL + r r, PWD. PER STRUCTURAL FOR ROOF SLOPE STRUCTURAL R-19 BATT INSULARIES 4. ROOF PLAN R-19 BATT MISUL t " i TOP OF fRAUWI(• R-19 BATT INSUL Mv �P11�. PER STRUCTURAL FOR ROOF SLOPE ,. FOR ROOF SLOPE SEE PUW 'I'r ROOK PLAN U CONT. CANT STRp T C TOP OF WALL i Ek . Z— YT 1} y�' , t•, d 'µ � STRUCTURAL ' �+ CONT. CANT STRIP . '� CONT. CANT S'IRP i _ J, • f' "iy�9 ' r , •i '� • {YIfit =9 Qr ;;" .r ;!11r No CONCRETE �a ,rJ'n ` H Yb,t�6 s s *, � ` •�" ,. 44 ,1 SEE STRUCTURAL FOR ALL TILT-UP WALL STEED. JOIST AND GIRDER ° Y Y {, ' w c2NEC1I0N5 TYP. SEE STIp41{m i0R ALL y�z 1 GIRDER PER PLAN AMA T I ' 12' x 1/2' REVEAL 0 12' x 1/2" R � ' n __-- g EVEAL' ' A t` TYPICAL TYPICAL 12' x 1/2' REVEAL I 4Y 3EE EXTERIOR ELEVATIONS %: . •�/ TYPICAL �• +r i SEE EXTERIOR ELEVATIONS!� 'fir i•• 1SEE EXTERIOR ELEVATIONS �.j • r h r�Y i. �•} / CONCRETE TILT-UP WALLI' S1, r NOTE: 1.., w r ) 15!-7' .: SEE S}RUC7URAL FOR ALL ak 13'-T STEEL JOIST AND GIRDER BOTTOM Of REVEAL BOTTOM OF REVEAL CONNIECTl S TYP. ___ ri A SEE EXIONIGR ELEVATIONS SEE EXTERIOR ELEVA13ONS "1 !-2 x 4 LEDGER W/ 3/4 DIA. x 4" EXPANSION ANCHORS It 48' O.C. • . - T � nr• ;� �1'`: r, OVERHEAD DOOR r• � SOFFIT LIGHT 1• rl M.7: SEE ELEC. PLANS WI' 4 •�" ` �. t' ; / L WOW DUST x 1 2 x 4 DIAD BRACE O 48" O.C. TOp OF W SIMPSON A35 ANCHORS BOTH OPENING aA -" z , 7:� 11�'i�'i 'i 1• ENDS 2 X 6 JOISTS O 16' O.C. 1 2" F,XTERIOR GYP. BOARD IA/ SIMPSON PR24A HANGERS � i, / z , r►,. SOFFIT p i x.. '. R-tsi GATT INSULATION STEEL ANGLE I 2 x 6 LEDGER W/ 3/4` DIA. x 4' �A ' (3) 2 x 6 HEADER AT JAMB BEYOND w + EXPANSION ANCHORS O 48' O.C. I SEE STRUCTURAL •yy ! ! + 1r x t/Y REVEAL 12' x 1/2' REVEAL------+ , r 4 �R � k'rt• TYPICAL a, I', SEE EXTERIOR ELEVATIONS I TYPICAL SEE EXTERIOR FLEVATIONS a ` vs WNDOW HEAD .). f H•s � + 1/2' T B.OPANEL , f TO SOFF! SHIM 3/4" DRIP AT ' 1 it , MIO PANEL METAL EDGE O GYP SEALANT BREAK METAL i ! • Y (MATCH STOREFRON ' ,; .,•a;`+ r' I STOREFRONT BEYOND FINISH) • '� • c'` SEALANT t •,, Y 1 I �• INSULATING GLA � SEE FLOOR PLAN FACE OF TILT-UP ' •• ' M, } PANEL BEYOND + A ou u`$, ,• fi i r + 2'-6' CENTER OF MUW ON ro` h? • n y v SILL HEIGHT it CONC. SLAB AND FOOTING +: ' -1 6rrt: „ •u j;' 4' EXTERIOR CONCRETE SIDEWALK PER STRUCTURAL CIU L MAXUMUM MINIMUM, S SLOPE AWAY FROM BUILDING AT . r } i SLOPE AT DOOR h, 2 • , ILII I I CONCRETE SLAB - SEE PLAN 7G IG /{ °*,+_f•ir r ,'. - ,l�t I„u � SEE STRUCTURAL � CONCRETE SLAB - SEE PLANSHIM AND SEALANT CONCRETE O' r.r. .� FML. FLR. --- r r "t' FNNSN FLOOR _ • - - •'�` y'r, t t ' •, - 1 __.L 0'-0' FINISH FLOOR GRADE °�• � T t � �!`�� Zl� a°' 8 O �'po. !�p fJ� ` • / 4q � � • S 'o �� 0 � °o �d0 0 A � °4. 0 S dr g 0 j� 0 � �,p + p.• 'IY;,, 1'. '� t•. ^,�t / �1� 0'S O ASPHALT PANG a. (� O n' ►�„oCj crs S.O �� sa4 8.O ASPHALT PAVING Qo p,► QQd a� Q wo d C^ 1.` t u , T JI I 1I p p. 0 � , 'p r p•. V.G �• O V � � 8 O $�, Lw SIF ti j • a+ • Y 11 I O p. . OQ 1R 0 COMPACTED BACKFILL AT EACH g 0 •n `y��' 11i'. a 1T fr I�+I �+1 //(// IN cm (/�/ •. SIDE OF WALL - USE CRUSHED yw 4 ` .i K,^''i'' +�'y °+l' ^ .`' I 1,11 w \\/\\�•\�\�\\\/ p C' RM INSIDE o rM,. }, r 1 Y• USE SPECIAL PRECAUT} r ` TO COMPACT GRAVEL BACKFILL \ 4I �, / • AT O.H. DOOR �: 6 ,r • iTRUCTURAL FOR5.\\' • r�\�\ ..a... r �'• .`, Z. r ► �\ FOOTING SREINFORCEMEN / • \�j SEE STRUCTURAL FOR w r i / STRUCTURAL fOR ° DOTING 9Z AND m r ;� .2 j r `• `' \/ SEE STRUCTURAL FOR /jTE- \�// REINFORCEMENFOOTINO SIZE TND p 8 0 S 15' . 4 \% F FOOTING SIZE AND \\ a Qo 0 S �' / RONFORCI LENT 01 io itRENViORCEMENT / ////r• �• o• o• Qq t� ` i WALL SECTION \\ \ "�""• " 2 WALL SECTION 3 WALL SECTION \/� \, 4 COLUMN AT CANOPY 5 WALL SECTION 'Lo '. -t s 1- rr WSA6-2 4 . 1-0 A 4 1-0 WSA t 1fl1'!<IN"oW74fff k^i • a,, 1 s 1PLM44.0274,BPLus"274 r40 . ..A c+ ,T � r s` Fol , �.�• •t• t.• kF" .ti t' b! ` '}•.11 ,�x• µf�' Ir 'j ....„i t ' 1, � .• .: A - 1r `/'+• ''� . , 1 .. ♦�' • t .. 'a . •y. Y .�V. ��+ r . . .. .`fid e } it :h. `1- •h. 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' f ► r . } ' // / /' BASE PLY ATT T AT f 1Z'-0' A110liND 3 /,//' Put SPECOFICATI AT COMER':) lYA..Y ��'��• •. '•/ _ OI ! j'r.'f ' ;riX �/ it'r / ,f,r, •,//�r/ r' . ir/ :,, y t Xz sdy �+'• ID d '� a 4F BUILDING A ROOF P i•t. ` \ �f111'' .Y• — FYI Y Y CANTED WOOD TOP PLATE AND ftp # 6iF c d ! COPING PER STANDARD DETAIL CASKETED SCREWS AT • •t•r r n 2'—O' O.C. 26 GAUGE GALVANIZED PRE—PAINTED BACKWALL FLASHING WITH FLAT LOCK �• t 1 k SEAMS, LAP 4` MINIMUM OVER CANTED WOOD TOP PLATE AND NAIL TO TOP PLATT "�' ROOFING. 190'-0` COPING PER STANDARD DETAIL K} vIr. /EX 2• MIN �• .C;' a ' TEND CAP SHEET UP 1 —0 -NAIL AT 8' O.C. GASKETED SCREWS AT 2'-0' O.C- EXTEND CAP SHEET UP 12' WIN ` •�,r°' � o � �St ,ALTERNATE ET FOR — D APPL C '.IONS •'' r FLAYED 1 t r WWN ALTERNATE CAP SHEET / FOR S 3;N DELAYED APPLICATIONS CAP SHEET '+ �� SHOWN ' •' / / ' .' /r % % f' ,. ,,. :�","--. CAP SHEET � /� . 'Sota, r' / //��//� / ' •- , ADDITIONAL r t gyp• a✓•. BAS PLY ACHMEW AT '�1�1J*.rr- ;. e` \ l• 2 ADDITIONAL FLY SHEETS SET 12-0-PERa� � ,'' �,; ': • c. �}�•� IN FLASHING COMPOUND '-0' ICAW—O' (20'-0 X 2W—O' / �! AT CORNERS) •2 ADDITIONAL PLY SHEETS SET PLY SHEETS PER SPECIFICATIONS IN FLASHING COMPOUND PLY SHEETS PER SPECIFICATIONS ? 2 X CANT STRIP f ` ; Yf+. 2 X CANT STRIP BUILDING STRUCTURE AND PLYWOOD -"� / ROOF DECK r"y BUILDING STRUCTURE AND PLYWOOD ROOF DECK 1 1 r // //�� % r.r4L Ab 2 PARAPET DETAIL AT BUILT—UP ROOF / ` r 1 PARAR T DETAIL AT BUILT—UP ROOF / ',r� ,� ry °� '-0 —7 AT PARAPETS MORE THAN 12" ROOF—PRT , . ,— o ' / / // • . AT PARAPETS LESS THAN 12" �,�// • . • _ , 41 pal 1, 011 GALV. PREPAINTED COPING - t�i ROTARY ROOF / VENT • CUP AT FRONT EDGE tly_T(W OF WALL W,� STANDING SEAMS AND CONGEALED 1 � .• FULL WIDTH t FLASHING W/ HEMMED EDGE A— S i s CEDAR BEVIESTRIP ON --•-�' 4.n ?F• \ AND SEALAI'IT TO CONCRETE � P.T. PLATE K t•'^w S ` I TOP AND SIDES + i / / / r' •.� TOP OF WALL ;. 19' WIDE x 10" RICH x 1Y T.O.W. i. • I /�r�'///• a ,ry DEEP 20 GA. GALV LEADER"-,, F, o '-� ,i`: HEAD W/ 1/4' MESH 16' x 12' ( CLEAR ) FLASHED SKETED SCREW STRAINER SCREEN /SCUPPER OPENING g, , , NOTE: f SEE ROOF FRAMING PLANS FOR ' 28 GA. CONT. CONCEALED ALL ROQF AND TOP OF WALL r r. QIP NAIL TO PLATE ROOF ELEV. ELEVATIONS SEE STRUCTURAL + ►A,,' •. , BGA. GALV. PREPAINTED I NOTE: 8Ap(WALL MSINNC W/ FLAT ( � j LOCK SEAMS. 3` MIN. UNDER PROVIDE CRICKETS ON HKaIr �liE • COPING. NAIL TO TOP PLATE. Of ALL _ r /.' LOCK SEAM SCUPPER TOP EOUIPMEN AS REOWIMED TO /� n '• FLASHING TO ' I I' `. 0 4 PROVIDE DRAINAGE AROUND EQUIP. �'` �•+ ` ` r+ 4 COPING SECTION LEADER HEAD _ BEND TRAILDOWN IN ROOF—COP 1' . 1•—O' EDGE DOWN INTO ! 11 ��ED PRESSURE TREATED / / ' �++•�+' ' ° ►!i'TFC '- LEADER BOX { J' x ►' t 'y r'�r ` •. MATCH CANT 'I' • , f/f /f/ 1 w{_M STRIP I + t ' b'C` 4ai 2` WIDE BANDS W HEMMED { «•,\ra * ',% r.. ' t �` ! i FROM TOP AND BOTTOM. / / % ' r l J/ .% r /� ' /%/ / r •C �. i' i l!'-0` O.C. MAX BETWEEN SCUPPER AND 8' DOWNSPOUT (0,&)— STORM r► �. .� �` I' 11 GRAIN INLET 12' MAX. o SCUTYM ABOVE FIN GRADE. SEE PLAN% 1 INTO STORM EWER T 0-3 FOR FLOW //� •t. ti rr. }, •�{k� ', ` FOR SIZE N '/ '�i!! / // /,/ //rr / /.'/ / LU 7F F' �•.'IT �, r J f R* eJ• —ST P CLEANOUT TYP. ALk, /��/;✓ • / / y ,.%,/ / �' / / ' ✓f/r' �% / �� AMILESS STEEL SCU PFR LINER OUTS ,f,f —LAD AND SODER JOINTS TO ' 011E OONft US PIECE. FOAM -397 ilO IMG AND SHM AM EET. INT" � :P •' - �,j,r,O MNG. 8 ROOF' w ,t 3 UPP R AND e WN CT10 - � AS 5►10111f ,. 6• *t +4, t L: • • 16$76.1646 SW 74th Ave. buy NQ AV� PL 1M"-0276,PLMNNI]76 5of 37 f yy +►'tom /,: „ t, ,�" �,_ .'� r � 'r. �r', a� .� ..Wt:' ��° ii it a• ,� Ai' 'I, t- r , , ! s •t .. 1 d4• i .•rt' W: �1 .,L•K• F .w 1t •h i' rt ,IM gds, tw y 3 'Y •i•• rl :311 • •�cr. 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ALR. 51011QI10NT • nl TY'1C0e1 ALL ANONIb / CLAZW s _ %OY AM 19AL/NT . . C 1 0 ` 60OA PQt 11C1imm TVP. All- NPOLNO wmMw dirt IiN TK T--6r PANEL nV.\ '�- ' •rte y.t , ELECTRICAL —` 1 ROOM p z(`'��7J►[y ., s'. . � 1 1/Y a 4 t/2• YW1fM1 - .,�'`--� - 4 � m, f._ •�' .r • � PEA YAM�A�.R11�J1 '•• s„d ,3r..r'�Affil,.• ,.�1` r ! 1 �r� rc' r 8 � •� '�, Nr . _ x a C P C „ Ir AS NOTtO > 3 f, AMM JT9 1SM,16!66 aw 74th 6 PLAIltt-0Iili,PLM4th Ave,Ave 911CtT 110 ELECTRICAL ROOM PLAN —BUILDING A \ loaf 37 WIM PLOT DATES- 4/21/05 ATES-4/21/YS 16:32.6 AMM 4/ 1 16:32.39 AMN F. 4/ 11:90.30 AMN OI A- g b SL'=`r' 9/30/fig IT S�� y _ -, •.:,,;,yl •giy ,ri” ;�`:�. rs y ti. ,a, ;, ?.�,,.•, , r."c .p•, ., d;rftYal ly;'. 4r ;:rr,,,.w,., ,rr,r.Hr- I.r.r rr n �,,.,•. ^41MZM. tJYGiJ, - .. ,r.r;.„ ' r 6 10 {? 0 16ox - t 1 ' .. 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I-+ -J ,.:..... ••f.....,yi._ ._ • - - , « .•. . --...'v.... - v. _...._......,.... ... ._ .., ...... ...r ... t. t-r -z•. •+.lr .aaw•rrr. •.`.. ..... .. . .rn..Tl.ebw•M..•.,wMr.1-R... ... .. ., ""”' •' .. MII,At11' w+ sMttrunc' ...-'�r.ttrt�rJ' .'' *'.,. ,,.,arr. ..L�wr,r . ' •..r�r'•MryMrwLlrY+r�w•„rie....,aJ �. :ei• ' ._ ,r., ,.,r,r or -or Olt two I Prior to,comparicy of ari4ovorr all keys and keyorrig palloostaloo to 2. ItilletWool; AN moallsorriale wood for ON* $two 60 jolow Rrqp roapon I. Interim &lab&; .-A t, SMODIft 01,00 tre". Uzod oxtrontiolog owe iq tool foromea OW OWAW. charxector 4Po *ttefity of ftuw" d"or"ane (Aubat�co" " us T k' *IWO COr-limat-on, 2411-v8 flnush of door fronores. nO lop t1wo 1114 of 04 toillial diet" Ustwear, jamorts �dloap Drawings S.. Alto wriectivo work and the "cia"coult' @nail occulor an a torrify no". #Oorowot of at ,Aoi46,oolf big trogis", it.*poop"SOS tilomitio" is paim o4loss. Urow 1/80 fogime edge tool only %lCh any hallow at PARK FrOOM9 olowiteroo: riesuffer, 431 Trifab, U.& Alumorrojois Center glaois of or eve"Od to IOW Ali costs anotwAso Atr 110% '*view tind X. faterloor wolkw ilsountood Itaft Inclilioding Cabinets. d9ar, stops, etc. approved. 2' X 4 1/2" multilane. Close 2 Clow ancolized hipjah. d toorlsoolodo domestic sold water and sonitor byvtwn to server oros romilwired (a wrimmill a scholuis for the compoletiocin of the 0. Proom, i,nWh steM trowel owlaft tition light finish 2. Connec 2. Dow& Kowneer. U.S. Aluminum or an opolimnaw" "rolopro, &tjow-door PT; Imetahation to be per layouts ehcwn on &owiroge aria include K. 3WQJ"ffiNPA iNqPEC11QR5 �Nss of a a6posad imuo be *0 reapmmm IV of the 11- PM%40 firt MudMI 04 mi"Wed Ond blocking for oil "offlood wait work GO poort of their livapoloord. This can"tion of the worlik on a likeli livi we" width of AwX Fwnish complete, single acting entrance with throshald. .�Iteat pivots. wow ow surface. 0--TIO lignalle, frumil"ll Uncl"Ors. hcniWs, stirrups, colurm caps, column oill required basis 1108 0 fUUOCiSt Impact On the but OWW and consultants. Cappoilor Pool lotod 'AM6 Ough,"Pluillo, clOON and W"UWIWWk�% Remainder of harawns as loinning steel trawri that usish to booft 2. Domestic water Woe Within build" to be filips L.haimo czppw Est ASTM V At 2. At the point of substantial apronpo ' I - - str.. To I* *Sbr�* as detailed. o. as approved, Prime coat ,1,1 **an. �an actor 9" nctIty,Engineer AWM 0-68. f fittings it I " �= Ogtdimr d1l IDI*fa*aid mfwshOnOQUB wt" Fully orraiii orcording specified in finish hadwoore finish. as obove olob. Install lifles, ill to pattern oll Mof learnindik flor"op T- Gkoft rowitips finish as forpoilloomiter of -.*a* end des sm oft tooled Jollilte fill, I" oc, each wdy�-lbleform"piCtlisons I*QC*qptqae,. using larVot bile shown. Aill boom$ Grid joists not bearing on conoth" 0. installer to wisornins concrete surluon too receive storefront for 3. St"Is and fourth potable water piping toorlor,to likeloopletlan per AWWA U20L (in Writing) of the onticlosirlod schedule low trolopecitiliels, fiter Contractor to Inds"uhloodurvits schedule 3, lkfiwtullobon� ties -d 910bris voll" fail OGOIN ifulturo oft* buitfoaut ON Indicated sholl complete hole own " 04pection and r*lrospoctlon to chack off 2. Qv;W it on P (D LP)- *40 cov"M-wwrtal arossi end ;L FWVW OW"�4: remove fine, patch VdIft **W 904 fill fair anoath even Armalaboor to connect with *U* type, hOn@W Urilarop Othernores, noted. c000mpisted work. The Otionor/troglortsof millt tnon make a final Inspecollon .4 rOughl"Olo", 100441 material. laitance and Vial opening edges fictow boon AdPvk Pris"ure regulators us rewired. OF:V11i ans general in nature and are Intended to get rhionimurto Using the Contractor's putemaL sam%orm, tile Zs, A21-51. 0aft A X AS Onto okw# a" 0-fing b. 114101111119 - QI1 nails Opocillood in the plane to be common ralls unless filled and sealoti. Sao Division 3 "Concrell Mishes' for potolhooM "Ir Aior;il ruftwor pookeft -rittirogs, boor, `125 Pound ouillses nineetwit olf,e 4. SKIness ploced inside facb--up - light toolations fir sjoesi tionawel otheirow[w, noted. AN nailing shail comply with LAIC Table 23-1 0, Ilitiondairds' consinioctoon and rhaterjoill. "Coilty of moottelais a" 3 Saviltm to be reimbursed by Contractor. requiranonts of ANSI Cot ':':go- and relating ireQuirtionnonta. Notify Ccnionactor of defects observed rod th edges around openings. I .h. deorkajors of bvOiA*Gtk)n 11111011, at 0 W1nIMiIi Comply rofth established 4, Tims, required by Owner lConsultonts, after 3 weeks beywid tune prov Gr_nod and MO "'downslaxil 91 ponvike nowing schedule. Obtain Engineers opprovaj at oil p.-Oprigtwy natirlig E. U NATURAL GAS SERoll Woo by Pal Anyl Cloillorlde lop VC) F%* Pope ura fittings show ua P%K. for arrusath. even final appearance, Mellow chomfor edges end remove float. obtain correction before slarling Installation AlWw time for "ring 1. Coordinate 111111111, saving utility company amid arranogg for gas torvke, rooter k4L&WY"0 Prooduct lincommilocturfor's standards. higher standards, Where the Contractor in tile proposal for ochol000ing And$ cormpkirtion. 11014,1111110 *0 Und dW# 0" no (OWAreatentel 01 A5 IM D-30U. Fill and Smooth yolide. of fillers and "dorm required and regulator. Provide copped tom for future motors Ow tworiont forvilto A After primer coat of point. Inspect and repair to folaile at Coot deck* to be driven so head* or* flush with Olt Slightly stated In ftee in subronlit9a likaoture. or on Drawings 5. ko-Inspection at punch list Items that require more than am ro- 4. Water Siervioc. Piping., olidti boakftw pireventiolt, vski metere. remanoto any rancithing defects of ampouged suAnes. b. PI`QYidQ Metal theris at POijurnoilter frame to maintain a 3/16'-5/16* as required, OPVWn W*rkfv'GssnlP "I be maintained at good quality by trio Inspection rOcOMOd Into dock 11uriGC& Check and resink if negodid, ImirneGlotely soallont bead between frori and abutting surfaceL 2. 1 aw4w Contiontor requirari d &&'"Sic nuiont line sham W to Ow Footings: socread smiluacir. 00 not idleve fough **#G*" n-ift� before toollng. c. Provide aluminum and dome ai hood and ail Channels Seat pki nt'wi*r SY@t*mm: Block steel Schedule 40 pipe with thoreoded fliti C* Ithe Ing ugenOli 6 Avoid conct*ta "somcittwor on other building xismarle. Eq.TolZ s a.d Shut-off volve at each Component. Vol pressure with sarviny alltray 21, All ;W 1 3. Dellistery and storage: around dam and over otlachment ADsteneirs. Provide splice jMo*ves and and Modify line Cirds, as roequirrod. m*"iva 11.400 25 psi (snow) emote malalois , ciol* slow 10 approved uy one g0000nvroog�aogsoncy watts, Remove iiPlattv, tortoorei ocom" and refinish to match original 0. Ak lumber and Plywood alelfvared to the site, shall be poled off the sealant at exponsion joints ,low and the current St* f OrsW "Plumincling 44mockility Code"'. 7. 3. Size piping for future HVAC at future office buld-out. Provide too$ in 50 Mph OAPOIAA(G A. -_GLUOI& to be smooth troomel f[nW Examine and 4. Notify Engineer for obso-vation of i`0of sheathing nulling. Obtain between perimeter frame and albuttinq wait Do not spread 1"olcall onto Ion** serving unit heaters to allow future connections. "Write -e Sft Odge, Projections li door and window allow. Cord those extending ground arid property Protected against weather. Co. Install backup rod at perimeter S"ont joint. Caritinuouritily a" joint outside at tulkloing wall of Zone 3 1. Gootechnical Rsplirt. Foloundatken investigations hove been completed and rOMOM Oil laitence cor other foreign mollsorlials from surface by grinding or approval prior to starting root installation SOL, kiloo,'alletil OLOG A - 1.61-K)pof &DG 8 2000pat dead live load are available ot the Engineer's off". All bidders shall forn4marift 1. Poltivin i4hiOrWil (P yi PIPS; POO Good fitt,Agis *00 be PW and other wilearov. ft roulghr.ear persiats apply or approvwd c.or,crele/nra, ry MY&ON Ifi_ ILLOMLAL i on 6. Cutting and notching of joitto not allowed 1' 0 amettor hole may be adjacent wall or frame face. Do riot Plug sill weeptio4as Affiwa ir thernmelves wiln the subsurface and site conditions. shall meet, it%# requirements -A ASTY 0 30341, except winere the piper filla W produce 0 smooth surface Apply clear meatier to all projection drillea Iri tire center 1/3 of the member depth. All other holes to be 4. Quality assurance A, iWNFRAL 2. Acceptonew of site. Bidders shall inspect the site Ond be tomillor Nth ooxlW Is to be Iowa than I")", wso Schedule 60 PV: an x-lorlocas followir4t manufacturer's directions. (,So* DlvWon 7 approved. t.William &Jilift Code -- 1904 Edition us contended by the State of Oregon typical conditions in the orou arid the condlilons under which III* OVA* is 2 Concrete 111,11pic 'Concrete Sealer') conittiono for friginewir's approval prior to fabricatilon, a. Submit shop Drawings showing all reinforcement ottaLnment and edge I O"gn ind provikin fully operatiabGo electrical system to serve all ?ion-reinforced DOI Grid spigot pipe conforming to Jim O.S.S.0 to be porformood. The site sholl be accepted in its existing condition and ASYM Standard Specification C-14 Class J. with rubber gaskets in 8 Opening edges in tilt--uP wells to acocommoduto door or window frames shall BL FINSH r-AffiJENIRY buildince ono wtv an aposelped has. oropcoI&O on Drawings arid 04 b. Guaruntee otw and woothertightnese of assembly including iron,". edge requ.4d by applicable codes and serving ullilty wimporly VerAy service It- UM#rG'ct*t to C"ly Wtih %1111 $iota and iocat coots, ordinances and no cloar, will be made for any visible condition not shown on the confinood groolves. be sorrilooth and free of foot* material. Examine surfaces, and remove 1. Plywood siding' 5/8" thick medium density overlaid plywood typo 303-OL semont and glazing for t000 years requirtionialts of project and utility company prior to bidding. 4, zotrlkooardx� Drawing& 3. SON Pope: (Trofflc areas whers cover Is lose than 15") hub and laitonce and !corsign material Apply approved cooncottip/moolarify fill&, to Install Ovey b 11ding paper with countersunk golvac,led casing a, finish "WoroW CQml OtdVws". standards, etc, are reforred to In this 3. Construction use. Controctur @hall oxor,:,ise caution in trio use of the spigot cost Iron POO or Schedule 52 ductile iron bell Mo ep,qot u c. in the prosenco of Englinew's and Owner's representatives, spray test 2. Provide suitable 011 any pits or voids and product smouth sur-fiace Apply Clear �galor to nails. Space siding panels 1/6' minimum at joints. Seat joints and fill GoOctfical service for loghthrig. outlets and mechanical mostion. it *K* be afturned to be the latest edition unless site, porticulculy when subgro" materials ore moisture serifitive and *at with fittings conforming to ASTM A-74, with rubber "0" ring gaskets aN sag" pot Division 7 *Concrete Sealwit". atioll indeli all units to demonstrate watortightness of composts Instotation equiproont Gs provided in this project, and to accommodate future tenants, C. to 0 SPOCifkaily Identified. (Oxino flush with surface prior it) pc;nling. Utilize full pressure stroation from aomelort,c water hose and nozzle, conditions exist in the supgrois Contractor shall tricks special In confined grooves at, with comp.ession type gasket fittings. 2. Wood tr1ron toriolor): Western Rod Cedar S4S K 0 A Grade. 190h talont space shall hove (480 voil 3 phase power with 200 amp directing stream at hood. oil. lamb and mullion members from 4 foot capacity I provisions fair construction ac,,;oss consistent with trio requirements of the 4, Perforated Pot; Comugated High 0ensity Polyethoolons (HOPE) C. 3. Wood door frames & trim (Intvrlcmr)� B.C. HQMI0Ck-F)r, C bell&, K.0 distance. perpendicular to glazing face, Allow a minimum of 30 world 3. Work to include main distribution panel within electrical r ofeach pr*joct arid so that work can proceed under normal woottoor conditions perforated Poe and shall most the (equiremento; of ASYN F-405. 1. Provide joints In exterior iii as follows unless otherwise shown: Heavy cam Ntennot rotor to bid instructions for 'Alternates" requested with Contractor pholl be responslift for correcting damage to the subgrado 5 Wvonlzod Steel Pips: Shall conform to the requiromaits for ASTN (3/4") tooled joint 0 5'-0' o.c. uurotion for each 4' section of window or storefront. Mark all building with house matter and provision for future tenant inets in Propow IL observed looks, correct defect and schedule retest for verification of slectrcal room. 011111111111hatep mallsoork3is and methods for approval Allow minimum of 5 days for (unless otherwise pro,ollcec: fair In the contrW) for the methods and wit effl&CTION AND INSULAJQN of Ccintlactors 'Inc also submit proposals for woo of a" Caused by construction octivitive. Contractor slide be "allir responsible A-102 Schedule 40, with a hot-dip galvanized coating Inside ord 2 Saw joints wrier* required (see ;,.ari to be @oar Prior to cracking. Sow to _nim5a 7_W��Itlhi outside, 1/5 slab depth as soon as worm can proceed without raveling. correction. 4. Installation shall comply with the latest rules, and regulations of the of proposed alternates. for constructicri access foods, added provisions to specified opterne to 6 Corrugated joistal Poe (CUP) Shall of of the type. diameter, and 3 All000re, plastic strip (zif;_storip) control joints are allowed. mot strukjht A. s di t limited to, fine mationol Electrical Cods. WIWM on this Plans May las uW Olt Contractor's discretion. 2- support construction loads and for correction 10 Wts conditions and/or gouge indicated on the Drawings. Pipe shall be helical corrugated. and volloo-tical. Use a guide to form joint (&lot) in COnCf4t@ to piece zip- filetIonal Fife Coat. Life Safety Code. Uniftiflion Building Codai OrcuWionoi 1. Storefront und YAndows; I" insulating 91009, taripe,od where required by Safety and Health Administration) of in@ state and food authorities 3. 20 Instructions to OldlerE for provisions relating to "substit6fluns." installed work that Is damaged by construction activities. Contractor Pips and fittings ends shall be annular for a distance of 12 strip. 0. Provide a complete 4 Ply fiberglass built-up root my-stem (base, 2 ply code kollmot include in bid Proposal* any suillistitutioriv, not previously appraw" shall plan construction activities to prevent and/or mitigate damage to inchas. Pipes small be connected with 12 inch wide annular 4. Keyed )oInts. Where k4loyed joints ore required or llovidd, follow and cup) with all necessary occessories. 2. Exterior Glozing Color Modium Cicy. no reftective coating having jurisdiction and serice utility companies. The Contractor shall by lh* Engineer except is odditionol "AltaboOtoo', listed separately an site corrugated coupling bonds and 1/2 Inch tonlick by 12 Inch wide rubber precisely the key contiquirotions Uss, pronnoided PI06tiC keys Only if 2. Qual; 1`11,111hrrOft. without extra charge. any additional materials and lobar that troy the Ismailia" f4ma. ty Aeouronce 3. Doors 1/4" tempered. Color Clear or tinted to match windows. configuration Is maintained. c. Roofing SubCorstractoor to be certified by fooling system ff be r4wIFOd for Compliance wit" these laws. rules arid regulation@, soon 7, Erusgasted Polyethylene (ADS li Pipe: For pipe diameters less lanutacturer 4. Rollilloo- 3/16' clear, tom.poo*4 where required by code though 010 work Is not mentioned in these specifications or so shown an All SeFtAIN CONDITIONS 5 Doweled jolorts. Own doosoloed jou',,'S ore required or allowed, take b. SoibCOAtruCtt)r to schedule on--*it* pro-roating conference with 1. Contractor Is to be experienced with the type of work and conditions where. than 24". conforindrog to AASHTO M294-851 and F677-85 Oregon State precautions to maintain square alignment both horilontal and vertical. Contractor and Englonew prior to beginning Installation. Root dock the Drawings and shall Provide and pay for all permits required. 1. General Conditions as Published by the Amorlicain institute of Architects in* work is to be performed. Contractor shall be rospc�lslbls for the Plumbing Specialt Code and Provistorls, of Installation Standard I-A- All dowels frol to tie vow cut or ground smooth to maintain Cross- E whall be part of the contract the selection of the materials and Methods for accomplishing the work. W and ASIM 321. soctlan ot ends, I St" soorliono, juoi 24 gouge 2* thick, flush sectional. Doore to be (AIA Document Illo. 201) 1"7 Edition, -44M 04 If bound herein. Copies are available at the Engineer's office. mulling to have been reviewed and approved by Ergklrsor� high Ilft to MOrolmum height allowed by roof structural or vertical lift Special attention Is directed to the conditions at the time its@ vi if to 8. Catch Busirts. Sholl be 24 inch round or square arid 30 Inch high. 6, Epoxy FijIsd Contra, Jor,ts: FiN oil sawn Roar slab coVitral joints with c. Owner may employ roofing inspector SubContraii to coordinate where possible. Roots to ove(lop or be r0boted to; complete weather 2. MoWilauttoil"1118 Of Gvwcl G01fidtl0bel (MO Gila *Instructions to Oldiders' be performed unless otherwise Indicated, with 28 inch square standard cost iron epoxy. Product to be Milli Ellco 700 or as approved. Fill according to schedule for inspector's visits tightness oowfaoor000�4 colrw). 2 finish subgrode for paving and concrete slob e 0.06 grate and hinged drain access plates for ciocn-outs, Cot as following Instructions: 0. SulsContructof arid system manufacturer to provide 2 year unconditional 2. Push-up QPOfOtIOn for doors to 10 feet nigh, frolow doors to be operated *#*Mwr the wOrd to mean a rs shown I* used, It shall be understood on Drawings. I'lliol boss rocl, I'm manufactured by the Lynch Company. Inc.. or by rraterroqate, �7_ p Ong orld slob on grade "I be plus or minus 0.04 foot Verity 0. Delay inutuilut.on of epoxy joint filler materlol as Ion With smooth link chain. Chair, to be free of protrusions Vurrousto chain .9 as wf;ttw guarantee against all defects in materials and/or workmanship 4. Aft*o 2.2 5 Dirawings and specifications. Twenty sets of coFtfact Ironworks. Catch bosins to be constructed of 10 gouge steel and to Practicable, but not loss Itoon 60 dc)o after Kilo? piocanwt of slobs 3. Material and Apolical[ion anchor to hole door at any height b compliance with Englonew before proceeding with next phase of work. be osphait coated aftorr folafIcAtIon. or directed by Engineor a Class A or 8 roof system 4 ply, fiberglass. white Minoll cap sheet 3. Counter Clerics with torsion spring. Spring type Stops, Voillmonto lorki be porovick-4 to the successful Contractor Extra sots Failure to do so will place responsibility for correction upof) Cortroctor. 9. Downspout Drains- Vorify lorat;ons and spoiciai requirements with b. Prior to filling joists, remove temparory Decker rod, Clean )Dint b� Approved manufacturers and ofirlambli4a 040 6Y the ControLltof g-,04 be paid for by the Contractor. J. Pfcce stokes at all locations of spot grade* shown on Drawings. 4. Locking Jwvlcoe� dead bolt each jamb Willi padlock provision. building elevation Drawings and with root plans for downspout Interior surfaces by ve-sawing with dry blude, and blowing out all c. Congics NO-24A--CAP 5. Finish: zinc coutou and factory prim Aftlels 3.5. tA#*"tor to warrant cond Weirantoo, oil oarmi *-thin this 4. Notify Engineer for observation of compliance of surbigrade and fill with location Adjust location as needed to oesure plumb vertical loose dellbris with (impressed air, ougmented by motilloranical scroping 03 1. Raisfing A-4-M-3 a. Weather stripping Full bulb IWO sgul at it, centlixiet for a paikod of one vow (or longer whero indicated in there paragraph 2 above. Obtain approval prior to placement at subsequent foot downspout (kin Notify Froginver of any discrepancy or other problem. necessary to remove stubborn partkulates d Schuhw/oAanv4le 4 CNC Q$W*iMt** *VM date of suitstontiall Composition am determined by and Paving Oroqns in paved areas to be cast Iron soll pipe or Schedule 40 IIVC. c. Install epoxy joint fillsors, cm follows: a. Toi N-4-B2P-M F. R" 4AM Englower. "Wirl In %ham dOcuroments shall Do construed to reduce. 10.Dro,ris in larldocaped area* may be *PW STORYDRAIN' Series 46 with 00% -.4., OWWOII, W limit any other worrar,'". explicit or implied C, CLEARI 1, Mir epoxy in quarititittle that can be used while remaining pourable. Ifitoc/Pormaglos M-1114413-1,11 NQ AND SMETING ai a compoctirm vetrifiration. Provide c3oon-out at 2. Install epoxy In clean joints (do not partly fill joint with sand or g. Malarkey Moll-litut-AHIA-H 1. 11111ca or DUR-RED (no ruDetitutwirs) 3-0' x 2'-6' ladder access root Al'Odi* P*frnit86 IOM 11LOnMI. The Owner will pay the plan 1 Review requirements for protecting existing vagetation, (troores. etc.) each downspout. Use branch fitting with thr0000d plug for clean- other SC4ttle, Integral intuiateal curb, Flash for **other tight installation. Coleft left and bailld" permit foe. The Owner will also pay oil sysI before start of work. flilGife) to lentil near top of slob. Allow to sag into joint. to. All Work shall be in strict occardance with manufacturer's ou 1. 3. Repeat filling as required. Choorfill slightly on the lost recommendatiorre and as furi'ther reqired In these specifications dersillopoinent charges. sworwor conpectjor, and water motor fee. The Contfcclair 2, Notify Lngineer Immediately if unusual conditions Oro wricounterod. 111.1oldinholes and Cleanouts: See Sanitary Slower Unes. 4. Attachment: G. FMISh HARDWARE� l-ii, OhW'qWain all licammis and pay rill ollovir fees and permit charges (such 3. Site shall oe cleared and striopod of or vnetation, topsail, and organic opplocation. I. MATERIALS as ollactriol pkiliforillming. and HVAC permit arid Inspection charges, and factorials Remove arid allspor" off-site unless specifically provided c. 5MIARY 1FAER_.UUL5 4. Sand smooth using ocue riot to scor slob. Leave top slightly above a. Bose shoat to 64 mechanically attached to r(xif (lack. Only an approved 0, Suits Storley 3', Oww4ttion cfttg� othowlso on the site work plans. Stockpile topioloil on site that is needed floor level (1/64- base sheet m be used to prevent adhesion of Dose ply to dsco, 0,, not b Ooser I.Ctol I Concrete Pipe: Non-reinforced bell and spigot Poo conforming to 7. AA110116, 7.3.3 R40401WAIS abosionce for overtiiod and profit shall not for later use. ASTM Standard Specification r-14 Close J. with rubber gookets In 0. us* ply aren thi-c C. Locks Schfage, Levan or Rhoodes Design ;Z;;d 10111 for Caroolhoctoor or Sob-Contractoe performing work or supplying 4 Remove ail 3turoaps and roots over I" diameter from Got top-sail for _&dj,SE AL LR b During Months Of November thru April, substitution of modified n;turn*n d Flush Blaits - Ives confined grooves. base sheet is acceptable if approved by Engineer and syston a. Cylinder - Schloge #*DkWiW*ORO shall not exceed 5% for Controicitv or SubContractor pos3ing landscaping use. 2 PoWnyot Chloride (PVC) Pipe. Pipe and fittings shot) be PVC and 1. Preparation: All lorfro (Rid dixorvlations to be moistened before plocing manufacturer. Obtain approvalis prior to itarting Instollutioi, f Stops - Ives Cost d" W not actually performing work, sholl most the requiromonts of ASrM U-3034, except where the pipe concrete. ArtlCI4 7.9 Arbitration shall be optional bir either party on cinims over U _EIIAY� cover !s to be We than 15", use Schedule 40 PVC 2. Curing compound- Burke -Cot*- with 14Z solids or opprovidd. Systems comprised of 1/4* wide noolor tape and 16 gouge staples with h Push polls & Kick plates - TIC[ c- StOP19 top@ GttOchr On' Of boos sheet$ to comply with SENCIO or BERRYFAST I'lioresholds & Weather strip - PEMCO 1111-Article 0. Pa"its and completion 1. Excavate for foot"s, piers and slobs to sizie3 and rivals shown or 1 Concrete Marinates: Shull be fabricated per ASTU C-478 Ord shall be 3. Execution. 7116' wide crown and 7/tr logs. Minimum lostenwig.to be with 3tOP1e3 coordiate Uutt s;zo with requirements of K.O. Frames. solthitiod try Dinner Payments to Il GwIractor may be required. Utiliz* stfaight edged bucket to mlmkyilze soil disturbance 45 in&i diameter (minimum) with a 3 foot eccentric cons over a Slobs on Gri Seat interior slobs witt, two coats caring compound 9 O.C- at tapes along eacti edge and centerline of each felt strip. All hardware to be U.S. 26D (628) finish (Sation Chrome) except where during the course of the job if (" project is not kept Cloon cot footing excavations of loose material by hord. standard sections Whefe moron Is depth$ orso not ad I. for cones, Apply first coat immodately Wtor slab is finished. Spray edges as d, Fastener number "Cot incrOuss 50% within 12'-0" of roof perimeter otherwise noted. foree of Name. Such payments will be promptly released upon removal of 2. All over-sorcavat ion shall be backfillsoll and Compacted CIA "Engineered fill' use 8 inch thick (State Highoicyo flat top slobs. Use"Xon�ord cast soon a* forms ore removed pply second coat at perpendicular to firot a" and 20'-0' at carriers. and within 20'-0" ri 20'-0* area of roof Go 2. KFYING or with concrete to some specifications as tooting Concrete. Iron frames and covers for storm and use watertight standard cost coot when oil trades ore finished just Prior 'a occupancy. Floor is to projecting building comers. 10.10roperty Insurance Article 11.3. Contractor shall maintai 0e builders If tow-excoviation Is required to remove salt spots resulting from iron frames and covers for sanitary severs. a Locks of cu, doors shall be froster keyed to a single system. be,clooned and hydro-wo3had b,tifore second noot. 5. Provide two additionci fainforcement plies plus cup at at Cal curbs, to Prepare a keying schedule and coordinate with Owner prior to koying 04 f" Insurance, as provilderd in Articles 111,11 And 11 3 1.1 Altaximum e ontrol of the Contractor. the Contractor Shall 4 Carrugoted loiianholov� Shall be of the *am* material, gouge, ana b. Woo Is (d9hi broom finish): Seat -.oncrelf, tilt evi panels with two vento and scupper openings. dodricliflake shall be not more than IS of in* contract amount ecept that it receive additional compensation. Notify Engineer before proceeding. coating an the corrugated pipe. Foote curing compound, Apply frst coat Imirrinvoictely after blood water 6' Before '01fing boss *hoot, COW all GXPOB*d Metal tie StFOPS With piece of loci's need not be is" Iron U000-00L Contractor what., be responsible for C11 4. Soft spots yeated by the construction activities; and special requirements 3. Execution to gone Apply second coat perprivndictaor to fir; of 2 marked keys for each locii in bouildings, each c, Provide a minirnum t coat after first cap sheet Material (granular face down). mosteor and grand mister. Deliver key*, with permanent keying schscluls IODM (Clot) do* to deductible. for the construction process are tht responsibility of the Contractor, a Sewer Clean-Outs Shall be Installed in the storm and sanitary systems coat nos substant'ally dried. Second coat must be applied the some day 7. Cap sheet - rjoioy in insicilation, "an re gh bove) aothroor conlItlo,,s at the Jim@ at where noted on Drawings (CO) ono where specifically required by the as the first coat. Apply Curing coornpound shoving key marks and doors operated, to Owner prior to occupancy. 0 cONTP6CT DOCUMENT-, 5. IDO lot excqvote closer than 2:1 slope below base of tootinya unless %looming codw Cloon-outs in exterior paved areas shoo Lis JOSAM forms ore removed. to panel L4906 as soon as roofing do not u;low for trio installation of the mineral surface cap 3. tiaQWARE SCtiFnut r. Saw Architectural-proLqI41111111 wheat, in a continuous q)orotior with the 2 ply sheet& the ;nsla)lotion DIM510N a FINISHES 11190 shall, examine the site unions the work is 'to be performed and approved by Engineer. W60 heavy duty cost iron access box with secured covet, anchoring c. Footings. single coat. Apply as *con as blow water It gone. of the top sheet shall be delayed until good weather covo�tions and then 44cortain for then'Selvillt 041 of the physical conditions and restrictions 6. All excavated nicterial not oPlaroved or required for the project to be flonW-, and cost iron clean-cut ith serrated cut-off sections and 4. Wort curing/membrane curing: bellows submitting price quotationno. They will Contractors option. Any concrete may be wet be Installed only when roof is re-inspected and approved oy the lingineor come make careful removed at no oddillonal cost. Crode and cover stockpiled material or threaded bronita plug. Provide an tool" square by 6' thick concrete pod cured or rionrembrone cured, subject to approval& the process by the Generally, it will be required that the cup sheet installation begin only A. QMLJM_DD" OMWbiMt$W of the Plans, apocillootions and other contract documents and required to afford weather protection. around the clean-out. I Interior board - 5/8' thick. U.S Gypsum or Kaiser intlialm themselves as to trio quality of materials Engineer. (Eg. Footings ri he cured by covoMg tightly with rsousall after 7 days rinfrournium dry weather S. Hot woother/cold weather procedures. Tako Special precautions te Ond good drying condition& 0 Water f0siltallt board - provide at restroorrit *all$ and within 4' of NddW* finding discrepancies, omissions or In doubt as to the "a E -EU.L-NATIERiALS AND INS 8. if cap sheet is delayed for more than 2 weeks, apply a isgri flood cct. sinks IALLKH& b. Bedding: Red oil piping on c 4 inch thick layer of sand or 3/4 inch specifications and other contract I Notify Enginseir prior to the start at oft rriginvered fill work so that the QPI>rOPrict* Curing adverse toffather coridItIous to achieve proper fv,sh and Obtain appfovo, prior to starting in4tallatoon, ti� Type x Board - at Cirwalls, separation too," of any part of in* Drawings, rininis cru.,mod r(,Ck rispettio Uf tile excavated trench by the Engineer curing Rovifew placing procedures Enginaw *0119 and dernising watts and as 4*OAM*V'tS, shall notify the Finginew in sufficient time to rocelve Subgradd Condition and tilt material can be inspected. Obtain compaction may provide for the ugo of corrpucted native materic)4 for bedaing t6troperaturn are with when 24 for Forecasted otherwise indicated tsiow 40 deg. F or above 80 deg. F� In addition to ACI 8. _5HLL_T___4L_JAL__&rJ2 F165it" 2. G)psum soffit board Clarification P" to starting any work. tests If required. Proviric Owner with deductive alternate for 'use of native bedding recommended procedures. provide water sprunwer on US G Fxl&llur Cypsurn Board, 1,12' thick, 3. The OMW 0111 not be responsible for any loss, or for any unonticipatoot 2. "Englorrearoo on-site materials, free of organic material. rinay be off flat work when 1. .3br1L0tl0M and iniotcliation of sheet metal Iterri-ir to comply with SMACNA 3. Accessor,es. Provide metal corner bead-, and fasteners 09 required. material. Bedding shall be removed to the necessary depth for piping temperatures excisor, BU deg F Architecturoo Sheet Metal Monuol" latest edition Provide sqi,o,r metal edge oeods at all"at* Which may be suffered by the Contractor In regards tc conditions used for 2tructurol fill (under buildiii and paved areas) subject to bells and couplings to inalnicion contact 2. Copings: Typical copings to be 24 gouge galvanized pm-pointeci with of the PIP* on the Deciding for exposed board edges and Where 111401"t4hi to Ih0 work, Including conditions that can be seen on the site maintenance of a proper mc,.sture cot ant and obtaining required its ontire length. ulautting Ulsoorrilut moter;ols, and/or Oro doWbod In Mors, sperificotionst, gootechn;cc)i reports, compaction. c. Pre-cover: Cover -DIVISION 4 MASWAU factory applied thenvotatting acrylic. color at toloct*d, of pointed as 4. Pfuvido 318" gap at ail fire wall penetrations for caulking. surwt)mk OtC. ftt are available to the Contractor. 3. Select fill: the pipe to a minimum depth of 5 inches With None noted on Drawings. 5. nicompacted sand or 3/4 inch minus crushed rok. inspection of the *SO" specifications may Include Material and/or performoorce 0. Under building and footirgs: 1 1/2' 1(-) well groded ciocn crushed rock xcova too trench by the Engineer may provide for We use of Compacted -DI%ASJDN 3. All down spouts. flashing. vents. fir, to Do 26 gauge or as noted or 0 Tape. fill �:ino for smooth finish at all soffits and interior ;A -L-MLI& Drawings. galvanized and shop primed or pre-painted apdOMOtWw that onaray riot be part of the contract. but will be needed to (lose Ilion 10% passing 200 sieve) ettivo material pre-cover. Provide the Owner with deductive alternate 4. litificough wall scuPPers to be 24 g(zi stainless Otool, Sea: joirt to *011 In 1 exposed sulfoces except as noted below. rooddrooplacte woork by othera. b. Under paving: Bose course of 1-1/2" (-) well graded clean crushed rock for use of native preLover material b intof ), oll at woreroues, dectricart. and floor romori and wails above �omtrwtOr Shag coordinate his wark with the work by others to provide than 10% passing A _LLNEBAL all around Visible portion of scupper to be pointed after insta-laticim. 200 sieve) of depth shown on plant. d. Back fill; All back fill for site utilities shall Do placed in ioyws I Ail structurui members to be finixt, cewn,)5 to be fire tooled ovily. onlinkrial did to ll portles, c. Trench back fill. Unless otherwise �ip*llclfuld. Gil trench backfill fabricated and s6pplim :n accorclonce willh 5. Guarantee water tightness of roof flashing. copings aid scuppers fix �wo and Compacted as required by Division 2. Fill Materials and AISC Stunoords, latest edition Submit shop Drawings of Columns and Years. no General tractor is responsible to pro-Acle 61 design and sholf Of 3/4 (-3,1 well graded clean crushed rock. (Lost than 8% 0. Installation. miscellaneous steel 6. Ali sloiset metal war$. to be vastoned in manner to mointan wailther Mcni.itociuro,s lEn*;n�g vawices, Coordination with other affected disciplinev passing 200 sieve). s. Grading! Following back Oling. grade trencholov, to &a level of HVitAorts and Prow" a ftr?Mhod, smooth, arowrinkled appearance Provide a Pittsburgh ("%fthonkd� alectricall, fire protections. structural, etc.) and oil d Back fill where finish grade Is above buRdIng floor. Free draining surrounding sail Ali excess soil shall be disposed of off--site, B. MAIEMALS 4mvnit rosofairoments, necessary for u complete systan design. granular material, pea gravel or round dralrorock. I corocciallid clip at frorit (outer) face of cupings. b Miller unless othawlsa directed by the Englirsomor. 1. Strctural o6teal Standard thropes AS4A A-36 except as noted. 7, Joints Ili) be standing stem at copilegs, lint lock seam at Deck wctp c. Roddu 4. Top sag: Natural topsoil from on-site or as rewired by the pJcns. K. DISA13Lrn ACCESS SIGNAGE 2. PIPS; Welded and seamless piper ASTM A-63. flashing. Joints at soctippers and leader heads to be fully ooldered. 0. Pratt & Lamlavirt vol switable fur growing plants and free of limbs. roots, and rocks over 1" 1. Signs to be metal panels with permanent contrasting characters and 3. Structural tubing to be ASTM A SAllor"It shop Drowins partions of the work Indicat -500 Grade 8 fy - 46 ksL WIllefro requi!oosid for thermal movemont at other flashing. lop 3' and #act Ameritone. Roddo -ad In individual diameter, Rennove any concrete or det)rls frorn platioUng areas. Cut and bckground complying with state and local regulations and ADAAG 4. All bolts to be ASTM A-307 unless otherwise noted. Provkk standard 080%lCM of thli spolcificotion. Submittalit of itwiris not Indic:atsd may of roquiromerits. (Sao Division 10, 11 for sign). WcshWs under bolt heads and nuts in Contact with wood. Wit Viaticum clant f Fuller MO Ill b4 rsvl*Wtd Olt Ellginea's option. Unless otherwise indicated shop remove any povlrg more than 6' b6fiind curb in plavoliag Great Provide freestanding sign on 1 ?12" diameter metal post (901vanized plpe) 5. Use 1/8- or 2-1/2' Ramset at V-1111' o.c. for attachment of wait piatte to FAI lqG 9. Olympic OtOWr4s o"I be pmAd*d on the following 5. Compaction- in landscape area adjacent to each dl&Wtd accessible parking space Concrete floor unless otherwise noted. C. CALMNIS 6MID 5, h. Sliusirwin-liollilams ft. brIcated structural Members and components (EQ. Trusses, GL-) I Caulk oil joints batovmoon concrete panels, wow siding ponso, toossarraor Struictizoi **W and miscellaneous stem. a. Selection of compaction ecowipment rind processes shall be the sole Embed post in 6- diameter 12" deep concrete (01. Top of footing at 3' 6. All drilled expansion Onctrofs installed In concirifte to be one of the I. Dutch Boy responsibility of the Contractor. Deicer, finish grade. 2. Ali colors and sheen as seiecteai. Conform to UBC Flame Spread 4. main M 9 ot" except slobe an grade. following Red HOW Trul"t Wedge Anchor' by ITIN/Roorinset (I C.B4O. materials, and around 0; door and window from*s and Go other locations requirement. r'lovidf up to five 5 foot rol I' il building heiqht point- at Stri= syeterne. b. Prepare areas to receive "structural" at "select" fill by compacting DIASID14 3- CONCELTE AND KINIFORCi f; f1372), 'Power Stud" by Frowors Ross Carnpany a. Q C.8.0. .05225); or as required for weather subgrade. If tjbgrade roneistur. ontent is not suitable. confer with tIgIlAntri Out$ 01 exte, r wall showing all colors for Engineer's approval before aEngineer and condition moter!f t'' near "optimurn"crod �000ronpact. Sup-R-Stud" oy Ginne" Fastening Corp (Ii'017#3219). Other Choled 2. Applier to examine joints prior to Installation. Rerrove foregn material starting work. 0va1hOW doi A. GENERAI expansion or-hors ore acceptable only with prior written approvool of C. Install material (except topsoil) Ir. lifts not to exceed 9 (loose) and 1. All 0111d moisture. Proceeding with work signals Occeptc,ice of surfaces 3. Exterior oCiperaork. war% to comply with ACI codes and standards. Engineer. inituff ail anchors per manufac m sie roller. 2 Inspectlons/losting turer's Instructions. Provide I PrOvids backup viry, of rubber filler rods on all joints over 3/8' depth. a. Metals, Ferrous, Galvanized. prime - one coat rust Inhibitive primer 2. Sibmiltalf to be provided 3 weeks prior to beginning fabrication. d. Minimum densil 'pa�.A!31.11 D69r) as fullows. a. Owner will provide a part-time concrete inspector and will conduct Minimum embedment and spacing unless noted Otherwise an Drawings. Special Backup rods )Dint Width Comply wiln (orrilt if shop primed or prepoolilted); 2 coats smiltrior Alkyd Enamel, (L inspection of expansion anchor ir�iioliotion not required unless to be minimum of 1-1 2 times I General Contractor to review Submittals before transmitting to Engineer. Apiolicaticin belpw Caulking manufacturoor's recommandut ions. Saomi-Glo-m Point & weather exposed faces of ha n' P efinished i and place, his review stump date and marks on master copy. ioneorth foundations 95% spitificatirns. Contractor shall be solely responsible for compliance installed in concrete to be one of tme approval prior to ryopring require paint rou rol'do root laboratory tests as required jo verify compliance with the pro)ect specifically rorcted on Drawings. 4. Caulking color to match odjocent materials. Obtain Engineer's color flashing on Inside parapet walls (not visible fro- rid 1. Submit one reproducible master copy Of each sheet for review by Engineer. Beneath flow slobs 7. Ail drilied epoxy anchors 95% with te specifications followly, : 'Epcon Ceramic 6 Epoxy Anchor' by ITWMamset (I.0 a 0. & Apply exposed caulki,,9 after pointing to mosir caulking boods to proven I Shifts wn4NW than 11' x 117 may be on white paper suitable for copying. B@nOuth Pavements (See 104to I below) 95% b. Contractor shall be responsible for any extra concrete sampling or 9 b. Hollow Metal Doors and Frames. Remove any rust or scale and spot prime On or "Anchor-it fastening Systems' by Adhesives Technology Corp pointing over except air noted at exterior plywood sid,ng Verify as required. Two coots Exterior Alkyd Enamel, Semi Gloss at oil -w) 92% testing such as field cured cylinders for determining strength for (1,C.O.O. #4398). Other drtHod epoxy anchors ere acceptable only w;th follower c wit be stumped and returned to Gonerool Contractor within two Retaining or balitment wll backfill (Ses Note 2 belc #4285) ON*$ far mp)409 and dIstrolbution. Interior footing and wolf bockf4i 95% lifting panels, etc. compatila-Wy with point if caulking applied after, surfaces prior written approval of Engineer Install off anchors per Materials, -UPPW 3 ft 96frooth povsmoorts. slobs a. Floors: Maximum deviation from a IU' stru,ghtedge - I/11". Floor slab manufacturer's instructions. Provide minimum embedment and spacing a Concrete, and mosevol wall joints: Low modulus, two-port non-sag proof promeor-ilreal. Two coots 100% acrylic latex point. low gloss Utility trench bacoif4l 3. Tolerances Concrete. Gypsum Soffit - Pointed On* coat 100% acrylic latex Olkal, Inspectionle and tests a-i required by Engineer or local unless noted otherwise on Drawings SP"I inspection Is rWired of Pollyouretharre rubber Final coot to be failed on (spor"d und backrolled at Contractor's or 3tructur*s 95% thickness minus 1/4" to + 1'. Maintain smooth subgrode without abrupt all drilled epoxy anchor installationt, 0. Door and window frames. 541cone rubber, non--ac,d. porous bond type at option.) Mosk or cut to insure straight, smu(Jge-free lines at point Own ons to be performed by or, Independent testing agency and -Below 3 ft. Beneath pavements, slobs changes in elevation, 8. All drilled expansion anchors Installed in concrete mascroory to be "Rod Onto abutting concrete or masonry, acid non-porous type elsewhere. pattern edges. for by the Owner, Controctoo, to verify requirwiloomints for tooting with E.7nginvor porloor to befforioning project and will be responsible for 90X c. Tilt wall alignment Maximum deviation 1/4' (1/8' across joints). anchor bolls or other dHI104 expansion anchors may be substituted only 4. Interior. In landscooped areas above pipe zwe or structures 922 Is. Wall@, columns: Maximum deviation from plumb - 1/4". Hood Clynabolt Sleeve Anchor' by ITW/Rarnast (I.C.B.O. #13172) Cost c. Plyw000 siding: Silicone rubber, painloble, appiy priar to pairitriq Or Copirgs 2 coots exter,cr alloyd @name[ - semi-gjoss. Cillintadifloil tollbrit agency with adequate prior notice card to allow full NOTE: Landscapt areas 90111 4. Submit shop Drawings of panel reinforcing. volth prior written approval of Engineer. korpoi bolts Installed In d. Penetrations at fire walls 3/8" gap around penetraticn, provide a. General - TWO Cocts, Girless Spray (off-willits latex) on: F WOM-AND Sma"G Masonry to be pistalled ;in fully grouted colls. In an area wh�Ch leaves OC9M to work. The following special Inspection@ are required; I. Special attention to Dogs rock and A.C. Paving placed against I. Contractor shall De solely responsible far providing the necessary safing orroulotton and fire caulking, Th-ronnofiber (USG) or approved. 1. Inside face of the exterior concrete wails 2. OWMGCIion of Firginswed title and salsoot fit union otherwise noted on concrete at overitood doors to ensure proper compaction Is achieved. tormwork and shoring suitable for the conaliCorim involved and compatible a minimum 3 ;rich distance to any edge of the musionry unit and 0 minimum D. CONCRETE Xvidaw/do 2. Gypsurn board *(it's In the warehouse including - warehouse side of 2. Liss lightweight, mOnuOily-gUld0d COMPOCtors within 3 lost of all with the f"Inhithed appearances. offices 3, During the tcktnq of test Specimens and placing of all reimforced concrete wails 2 Ground fories. To the extent practical air Isolated foot"s fli clearance of 1-1/2 Inches to the Center of the Cross web. Install all 1. "Skorre, with rorilnimum 15 percent Wide. 3. Electrical. telephone and or�ser room walls exe"t Mobs on great 3 Where conflicts Occur botwe*n the above values, the highell ould on anchors per mani.,facturer's instructions, Provide minimum embedment and 2. Manufacturer. Bridget-ch, Thorp Syntorns of approved. groind fnr�ned" or partially ground formed Clear all ground formed spacing unless noted otherwise on Orcoinge. Special Inspection of b. Gypoijoin board finished (woos, except water res,stant: 2 coats of latex 4. Ali concrete rainfarcoment prior to concrete placement, except slab on percentage shall govern. 3. Apply to (91 opening edges in concrete tilt-up panels for doors and acrylic point, eggshoil Gypsum board, water resistant One coat foot,ngs by hand and use caution during cOrriste Placing to avoid caver- drilloo expoinsion anchor installation is not required unless windows. prior to rome mrstelloton ;ns specifically noted on Drawings, 4. Coordinate with point manufacturer 3. Ail istrifeturooll wailding sordists weWIng is done In on approved fabricator$ be responsible for all retesting required Dy tests not meeting 3. Chair% for -eirforcing -steel who), be odequate to securely Ic verify adhesion between point and doori, frames and trim. l"Irst coat slain, 2 coots )ocQuer or e. initial compaction tests will be provided by Owner. Contractor shall acrylic prionner. two coats Interior alkyd onamori, semi-glass c 01111i All flarld vortalifig requires opeciato tineWtIon. Special inspection specifications Contractor Shull Desist in scheduling all tests. support and 9. Ligrot gouge steel 16 gouge and heavier shall be formec, from steel of ASTY concrete sector. prior to applying varnish. of instilling rrw.y be performed on a periorfic basis per U.B.C. Section hold reinfol,cirg steel in piace. For concrete slab on grade and tilt wall A653 Grad* 0 will) Fy - 50 kel. Light gauge steel 18 gouge and lighter 5. Coordinate with window manufacturer to werly adhesion between window Co. Motor Doors and Fromes; Spot prime as necessary, 2 coots Alkyd F. r;FQTExTIi panels reinforLng shall be Supported at riot less than 4'-0" o.c. E.W for shall be formed from ASTM A653 Grade A with Fy - 33 kii. Detail and caulking and concrete seuier. prior to opplyng #4 bars and 6'-0" a-c for #5 bars a, larger Exterior Loriamel. Serri-Glos3. S. AWIsIgh strength bolt (A,325) Installations inspection shall be 1. Provide under paved crous as requirea by soft fabricate light gauge steel per AISI Standards. spots Notify Golootechnical e. Note: Color of metal registers. grilles, ladders, railings, electrical performed after bolt Installation )s complete per LI.B.c. Section 1701 5.6. Engineeir prior to placement. C. R cabinets, piping, conoult, etc, To match ad)ocetit surfaces. .4 __LhEQffQti�, C. WELDIIJC I Roof Insulation: 7. All drilled, epoxy crichers in concrete or noscifirry unless otherwise noted 2. Materal to be stabilization type folaric, MIRAl`TI SOOX, TYPAR 3401, 1. All reonfor-,,inq plarts, In be ASTY A615 Grade 60. 1. By certified welders. comply with AWS Specifications. 0. Testing. 00 not nstall roof insulation under plywood until framing FIBERTIFY TEN 3 (Grade 300 or an approved 2. Verify weldabil,ly at all reuiforc,--,9 to be welded Use n-, A706 2 Welding electrodes E70XX. 8. StrouCtural masonry GO noted on Drawings. Required Inspection shot occur 3. Stretch g*Oteoilile tight and toy emooth over subgrade. Anchor So rnUterlal weldable rebor it rolucir is to be *aided Use only low hydrogen and plywood mo,3ture Gontent to lesis than 151L Moisture content to be during the tirraparatuar of masonry protons and grout samples, inspectill of does not wrinkle or move during installation Of fif Provide adooqiato electrodes Ail welding tc; be in CO'no6oricis with Ati 01 4 tested and certified by Independent letting facility. Test to be A Idlearioutz amid reinforcarlent plaLement prior to grouting. and inspection workmen to insure that Standard Practice for D, _2JQF`_Mj5H performed upon plywood, oub-putilris and purilne In minimum of four 1. 36- x 10" lonnincted rubber bumper b" Thick constructed with steel Cagle during the grouting process. gootex0e Iq kept smooth as vivork progresses. 3 Fotn,ate and Install reinforcing steel according to the 'Mantial of 1. Shop pr;me all exposed surfaces (not to be embedded in concrete) with Red locations on roofs up to 20,000 s f. with additional test location for frames. Weld and/or bolt to wall with approved expansion anchors. Itft4 Engineer with copy of ail Inspection and testing reports (Fox some Important! GOoterotile must be smooth and tight when grovel ill. placed. Detailing Reinforced 1�oncrste Structure,.t" ACI Oxide Primer, each 5.000 s.f. of root area Certificotior to be received by Engriesir Standard 315 B.X 2. Do not paint metals within 4. Provide 2'--0* or 2'-0" corner bars to match horizontal it-i�forcinq tn 18 of Grade to be welded. prior to start of installation. I POST MOUNTED DISABLED PARKING SIGNS. See DIVISION 2. 'DISABLED ACCESS at Cartractors' option to be paid for by Contructor. G. 3. Touct, up paint in field at welds or location where point has been removed b. Material: Fiberglass bottv withi R-volue as Shown on Draings roo-th -ACIUM ft�10111 stability Notify Eng;noer to obserw pourod-on-place walls at cot corners and intersections. or damaged, separate white vinyl vapor barrier at conditioned sfile. unless SIGNAGE" rolling. Remove and replace all soft Spots encountered with compacted 1.110 Conilractor shall provide a 4' of 6' sigir Constructed of 3/4' suitable material prior to making. c. 2 #5 over opening x cooling width plus 2'-C" each W& spread rating of 25 or less, smoke density rating of 450 poor less, 3* high totters and directional arrow toward nearest accessible door. 5. Provide the following reinforcing around wall openings largef than 30' x 4. Any steel inserts protruding from concrete work to be ground flush, primed otheii*a noted. Use Insulation thickness to match sub-purlin 2. At all exterior pedeOrlar, doors that are not part of accessible route to and pointed thickness (6" at 2 If 6. 3-1/2' at 2 x 4). Vapor barrier to have flame building, provide sfgn mounted on door With legend: 'ACCFSSIBLE ROUTE' in Outsider plywcood and s4ppoded by two 4 m 4 Poisto embedded in the ground 2. Does material to be select rill as specified above, b. 2 05 under opening x opening width plus 2'-0" each side. L. STEEL JCJ I pormearice of I porm or less. Perforated vapor borrisor mot to be used. (0 adequately support Carl broct the sign The sign to to be pohled and 3. Check finished base rock for slope before starting paving. Notify c. 2 #5 each sloe of npen" x full story height. I St" )Diets 3holl be designed. fabricated and erected per So Standard C_ Install Insulation tight to roof sheathing StoPie vapor barrier at 6' ut Instructed by the Criginow. AN other sigins, posters, etc., Engineer before proceeding with paving if any site areas have Insufficient d. Provide 90 degree hook for bars at openings it rsquired extension post QLA5&L tL D.C. tightly to every subpurlin without wrinkle$ or sag$ to fluid Wopw (Less than 11111) opening cannot be obtahrood. 2. Cam?)or oil joists with standard cambers per above standard speelfication Insulation tight to wood dock Square cut and attolth ends for neat None Specification. The Contractor shall be Solely rWonofbie for off other 4. Aspholt pwng to be Class C mix (ODOT). Cools 8 Mix (1101DOT), thickness 6. Provide 2 #4 cont;nuous bars at top and bottom and at Uitcontinuous ends unless noted on the Drawings. final appearonce. Y 110CIll Including CRI sanitation, water, electric, etc. w and place asphalt paving In accordance with of Olt walls. 3. Provide bridging 03 coiled for by above sp*cIficatlaros. Do not use 2. Eviterior wall and soffit insulation: Fiberglass blanket with R-value as DIVSiON 12 FURNISHINGS tOf 10 POY costs cf all utilities until the tlrn* of substantial ODOT Standard Specifications unless otherwise opprovea. 7 Provide dowels from footings to match a" vertcal wall. poostef and oil. 5. Slope all asphalt paving minimum 11 to drainage (unless otherwise shown on siottod holes In bolted connections unless approved by Engineer !..town an Drawings (match *ail thickness -- 2 x 4 = R-11, 2 or 6 = R-19). 44 colurnn reinforcing, (Poured in picee column* and walls 4. Provide shop Drawings and colculotionn that Indicate Mot sizes, loading, Blanket to be faced on conditloned $!do with Kraft boorrier "ore covered None Contractor shall Provide and maintain a job hack complete DrLop all bars in intersecting tooting% 2*-0' or 30 diameters which@ is IIIIIIIIIJ1111111. vent0o"or%. plan table. phone. and facsimile machine. Job greater. ver member sizes, panel point locations. cambers, bridging and any other by gypsum board, FS-25 ruled foill barrier Where shown to remain exposed, shop bit maintained anti kept clean find usable for Owner and H. STMPINQ Information that may tie pertinent to the job. _a0digh-a- SPECI&_CQNQ111= "ROwd Sot" (Psn"i Bet) of construction docum*nts Including 9. All Shop Drawings shall be 3, Perimeter Insulatiom Rigid urethane or extruded Polystyrene with minimum*a I. 7ratfic and periling stripes to be 3" Wide. color white. Point Vora vWticoi wall reinforcing to be placed In center of wall unless shown stamped by on Engineer registered ln the State of Oregon. li Inotall at exterior perimeter of interior slobs where indicated. attract and revielons shall be avoijapis in " whoe-k othdrowlss on Drawhigs. None ccrripact" r 1-112' x 6* lettering In stalls designated. 5. Provide inspection report prepared by the Product Engineer certifying that At *fob Over Insulation, Provide pre-molded Allor with vinyl or butyl cap 110,Extard reinforcing to within 11' of wall and slab edges. the joists have been flabricated according to the design assumptions and flush with floor except 4� Contractor bholl keep site and adjacent propertles, offsets. etc. clean 2 Providis Signagot at Violated' stalls to meet state and local standards, 11,Contractor to design and provide additional reinforcing ob roquired for where covered by wall furring. MO Woo of delturi, and of, hired to minfornize effect on n"borlirg Cross-strtpe larorhrog aree/walkway within Stalls and accessible routes liftiny tilt wall requiromai Report ts to accompany the jo;sto on delivery to the 4. interior Insulation. Ufl(ocod fiberglass blanket to match wow thickness None o11118"WerlIM and tenant*. ro streets in particular 91falf be kept clean of acrosso ttuff;c Ion*. Cross stripes to be 24" on cents,. color white. project, at following locations and as noted on Drawings. ormosed. rotiol etc. 3. Cfms 5trIP9 all paved abrupt slooes exceeding 502 slope with safety 12.Holes (op4nings) in concrete wails that Interrupt reinforcing - po�ovkde 6. Joist erector Short exercise extreme core during erection of )Disto to c. Off"cos perimeter "Is abutting worremouss space. & C"tf'QctVr shall FiribVidil access to the site and safety bairricades, etc. in replacement reinforcing each side, some Size, too as required to develop prevent the joists from buckling lotwolly. Use spreader bars for lifting b. Roalroom walls, _Q1Y_5ION 15 NECHAa Q6L poomplisilloo with all safety requirements and roqulations and 9000 the full desl9r, strength of the bar yellow 3' wide stripes 24* 0 C. joists and pfovide lateral bracing as necessary, Remove any damaged joists C. Damising wool!r --yeparotIng tenant areas, A, from the job site. Do not attempt to reinforce darnagoolf joists. d. Floors ')f m6rionines between D. office ord warehouse I Provide complete arid fully operational beating. automatic two sprinkler, 1. racr#191Jsto Dep'raLvlided by a ready mix plant with an established F. TAL BEffliNG STUQ plumbing and got Systems to serve buildings in compliance with criteria so trocetorit"!rbe solely responsible 1. Curbs io be no-olump .5000 PSI minimum coariporwigive strength at 20 dow _M9b1_1A _W&L$ F. %nilifidIS noted herein and all applicable codes. quolity control Program Grid stondtiord deviation data I Steel -stud framing shall be iriltaMed Gs per ASTM C754. 1. Double ocryoir dome units 2. Bidder to be responsible for design, sizing and layout of systems. 2 Metal stuo wall tracks are to be attached to concrete floas with minimum a. Inside dome to be tran-0ocrint finish with max;rnum light transmission Proide occuratolly scalod Drorvingo for roolviere and code approval. Obtain ON 604IMP011"OrY bracing. shoring. 011chom, etc., including, but not limited over surface to receive curb. Install curb within 20 minutes ofter typo of concrete. d0orty labeled as to the area of proposed use. 0,145" Did. A 1" penetration powder-driven fasteners spaced at 24" on Outside dome to be cloor 4111 finish aluminum perimeter from* wilh 2. Spread epoxy bonding agent much as Compressive #1064 at approved equal requirementg i to Placement of concrete, provide mix design for each tor tons design Orld InioClIation of In Compliance rith ACI to, "I and roof bri3cilleg, lifting arid hantillng biwrt-i and deices, applying bonding agent. 2.'Minimum mix requirements. permits and approvals prior to beginning any work. Composts energy 6*1&* shor", forms. etc. 3. Provide )Dints as required. can too to. welded c*fnwe and Interior condensate gutter for 2 Y 8 wood curb crialysis forms required by provalling ourrisdictions ftertinsallor " Consider construction 16062 VA&WvGr such loads are In 4. Apply curing Compound to cot' surfaces Immediately following placement Metal studs ore to bear on full width of top wd bottom track. mourt;ng 3. In submitting a bid for this work. bidder certifier that system capacity 4Kwass of normal design toads Particular attention should be given to 5. Use caution In starting work 4. Stud spacing to to 16" on contars or as Indicated am Drawings. b. IC130 approved Skyllignts only will meet design criteria and codes and that oil equipment and labor for t1i n9quxO8 traffic or, fresh placed asptolt LOCATION MIN COUP SLUMP KAN. CEM. ADMIXTURES 5. Wall coverings to be attached per IJBC Table 25-C Or Table 25-H� c. Skylights to tie of norrilrool mizes shown an Drawings. work Is Included in submitted Did, Ord that Witli'a Installation In In dionceirothootod foods on root and floor from Ouch Items as crone and paving. Check condition of paving and velfify schedule for sturt of war* CON TEN T 6. #8 GOU90 0clext to be used to connect metal framing except as noted on the d. Approved monufIncturers and only as approved by the Vty of Portland. complicnice with cod" rind acceptable standards. "(ft. wildiforion. w1i foods. storage of materials, etc. Contractor with Friginimer. STRENGTH (a) 1~ 00 *"Y"wPonslblo for ON shoring, bracing. cribblnq, etc. Drawings. 911co, Dur-Red. Therml Axworad to sulopia-t construction loods. J, Footings 2,500 0-5- 4 112 flore, 4. The selected bidder -.%hall De responsible to coordinate and obtain all 7. Galvanized coating to be G60 minimum. 2. Attach skyllgirt frames to curbs with gooketed screws lorerving utilities for equipment and nick# off required connections. General. Interior 'Slab on Grade 3.500 2-4- 5 1/2 IARA(b) DIM&ON fA CARPENTRY G. NOW YEN Ill.A TOR 5 Entire Installation to be guaranteed for not less than rre, year frorin date Q. The wOf* to be Provided by the Contractor shall ConoW of furnishing of fino, :Omplotion of propel. Domino& all labor, PnOotel`1013- r.C.(d) Il. Galvanized rotary root ionts with operable damper. or 0 Tecord 9W. an site during or phoses of WON. Ord equipment necessary fcw the proper installation of the stem A� RQUGH ZAaff.UW Farwy McCord all ?Aid chon Oil as they occur. Show ail concealed Exterior Slab on Grade 3.000 2-4- 5 112 WRA. AE cord to farlorest column of Iii and Clip located 5'-0' above flnorn floor. P*fmlt&. surveying. soulaflif-Vislon. coordinartlor, Provide with operat drainage, Sower sy2tem. Carlo the wator Systems that ale indicated an Lurnber species and grodow, to be as follows unless athell shown on Size of went throat to be 12" diameter url"s otherwise noted. 1, Provide calculaticins of floating equipment sitting. using ASHRAE procedures plans: (per UE1C) In tim Work and the ?not location of all utilities. these Drawings. The worst Is to Do compleited so of to provide property *049 & Columns 3.500 2-4- 51/2 *1RArTMe a Joists, torroms and stringers 6" Show on Drawings or attactill calculations to ail get, Uvolifergraound ouilolty art-boulill Drawings (marked up blueprints) Wall be krictioning systems that are Occeptable to the governing outhorities Douglas & 02 unless otherwise CN%MM A QUORR ANQ FRAMU 2. Heating criteria 40 deg inside at 10 deg. F outside. UJ*Aw"iit0d 011'000" 02 the "ek W cornistatod and not later than the and cm indicated on these, Drowl"s nominal and greater rioted Douglas flor.#1 3. Heating system to consist of roof hung gee Fired unit header* at locations Li Jr. Approvals, Different Wiv(W,110"6 May prohibit the time of cortain Is. Bucks, Blocklnol Bridging and Doug. Or Hem fIr #3 and "tter A. H"OW ah Id I. fir payment fair tile work. construction mot lots and/ot procedures. Do no work without appro ,71 Mirocellonecili$ _5" 5 WFIA Misc. faallim Shown plans with remote fixed-owl theirmogtots. Locate theirmoft0to on 'record' W of do, 1. Morufoc lurers: building a0lurnns 5'-0' above floor level. uments to the Engineer an day of final *am the proper or c. Stripping )u6sidliAlom Coat of changes Incurred when work has a. Slump exceeding specified limits shall not be Incorporated in the Doug. Fir #3 and Beter a, Arroweld. 4. Provide Gil rewired flactricof cortnoctions. gas connections, shut offil, proceeded without jurlsdIcilmnial approval shall be the sols experts# of b. Stselooraft. A port)" of Or payment due to the Contractor will be Project owctpt by written approvdi from rngfortimer, regulators and extriougi Russ through roof, the Contractor. d. 2 to 4 studs Doug. Fir 'itituds" or a. Republic, 5. Adjust and clean units anti co,,troils at completiorl in? Installation VMI colit.6f the ridlervoing are provided: Is. 11111RA water reaucing agent better d. CFCO C. Safety. The safety (as It rorlontals to this construction project) of a. AE air entroinmerit Provide operation manuals to (horrior prior to o 00tion. _"t GOA rv**e 06-11111toll Drawings be provided.) a. Curr es (Payment for wisillorground vilities w0l normany WOrkOfS, neighbors, and POMIWKB-by Is to be the ortsponsfollity of the d. Up to 1 1/2% c-01. Chloride allowed during cold weather f. Shis, Lodgers. Pressure Treated Doug #2 arid f. an oDproved. -qx s. 2 x 6 Studio Douglas fir #2 Contractor Unsafe concilliking short be Identified Ond corrected or, a. Polsollec 20 required for concrete placed ,@low 4V I. Stripping, etc. in cirntact with better C. -AUTMATIC fIRE SPIRINKUR-iYalu go*ftnt 111001101fliorts and opstrating Instructions. Identified and secured. WOk Methods thut may coosse, an urnmis 2. Use Too I Cement. 2. Frames! 1. Provide Calculations and Drawings showing eLpIng of system 'or fire dii LW v 0 0 per AS74 C-150 unless Otherviles approved. concrete and wood a. 18 gouge full depth of wall with welded corner* and onchoons to suit marshal and Owner review pr;or to start of Installation. condition to exist, shall be a at all Costs. 3. Aggregate ASTM C33 size to be 1-1/2' minus few slabs on grede and IV g. Posts, columns (sawn) Douglas Fir #1 d. Drawings. Dro"R providell ore booed on reported site Conditions and oil etmicture. 2. System shall consist of fir* well limes aving building with all C am. required confinictlains, voults, volver, ch k volves. alarms, Indicators, AS SHOW owls 46 CWAV04W and w?Ow puncrIlot corrections carnplate. dimensions. Actual sit* C41`111111181"I", of dimensions, may very rind any us@ 3/4" aggregate in slob@ on grade or tilt wall panels. Exposure 1, conforming to Al Performance Stondard PS I-RJ and 0 20 go, Flush panel bonded to roon-vimpinq core MortIced and reinforced test valves. r1sarel Irliguldform. main and branch "not and hoodiv System .00a mwmvk6K*AWN ry wall Panels All Other concrete may us* 3/4" maii 91re oggregate, Do not h Root, floor and wolf snolathing to b* APA ratod sheathing, 3. D w 0$1"0 Of bitcOPOricy from building officiall. Such voln[00111`11 showill be reported to (tie Enginseir at the owliost 4. Wolof Reducing Ag"i (Ni shall be Polyhood R-1 or Duractim 55 all 6 or except Nift-108. So* Drawings for required thickness of Sheathing to receive hinges, lo0olosts or.d closer. ONAtAW or,' Siollog" of SybOMtror-tors with curreef johone, and Fee number-o. -�)oirtunity. design to comply with NFPA 13. Provide copy of water sull test par NFPA op Unanticipated conditions may require the revision of a Per 100# cement. COmPly wlith ASIM C-494 and/or span rating Insta'I roof and Roar tiffeathing with long 4. Floollsh: 13, Appendly 9. W 041 ersaft of the building and site are to be finished, cleaned portion of that* DraWngs. Aft dimensions *flat( be vwfflwd in the 5. Air entralromewill (AE) shall c"Imply with ASTW C-M and Shall be us" only almerision parpenftulor to supports. Use spacer to provide 11/111- n.loctory baked on primer. See fintrith schedule.GY rand/cor sail. Rersove stains arid wash aid" "old by tloo Contractor prior to fabrication or Construction of any voli, 3. Shigi system for howltrationtir of [Close IN commodity atorAW] throughout M forow Matter. W40W steins, foreign pairlL *hors Weclflod and/or approved by Forigineeir. end and od" joints whonalem, plyweed lg�axposoeod to wet forwroolipa,W40 "41111 ourt. hardware. flixtyroo, Portion of the Proposed work. 6. Accelefrotow Pozlot&c 20 non-chlorlde for components exposed to weather All- bullodloi Provide ties for future office hiallotiout extension*. Systems to 0. Permits. The Contractor OwA ormorge and pay for pwmltlk fees, In the c"forted structure (walls. exterior paving. etc.). caticlurfor Fill Ony joint spocing over 3/8 tailless othol, -iss eirpreved by 8 QUDW-M - INX213IR too wet within building With antl-froors loop at soffits and canopies. 9"W NO 111d1not 00 Gonad Conbultor, Mechanical and ~9" " i"W"W* and shoN "@.ftt the owner with a Enginesor. Install 2x4 or thicker blocking at uns"pai J*fg 1 18 coug knockdown door lo"0111419 wft Interlocked comers full depth of wall 4, Obtain all rolikillored testing of compistod syetan and submit proof of 15876-13865 SW Tooth Avg. do vid,bill Chlbriddl in 1111116 Intwoolot slobs on grade. ()40ntfly (dOWW) to be in ill%. shwitloiling. Blockil roo! at Roar solooloodifill where neW on with .14 attached metal Code" trillorm. Frames to be Timely or as approved. acceptance to Ovincif prior to Pubstorooll composition. PLMO"275,PLU98.02yg Property ONMUIOO *C4rtlficMo of Inepeatfoer , prior to Molding determined by Contractor and approval allarlairoad from Engineer before use of Drawings. 116M sholl! sellobilift and conoduall an Orientation application f- poploort for any Wilmot of ill* waroot accelerator* Frames to bill , t - if nof@d at GeV schedule, Fromes,to be flattery 5. Attachment to Siroucturs: w#"nider supply Ones 4' d1o6meter or lorger end 117 of for Owow*L-Os alkire"Illen still moliritormones of f. Codes. All warls-ronshrod and material " Conform to as iced, state sheathing to he 1/2* thick cophatillaid gypsi board. 37 and federal rMlialoterniso regulations, and laws (Illooken beams - fb - 2400 pal per A1TC 117 ipedflootion "shed In color seladed from fur ran running p"Isi to structural morriffiers,to be trappolied fittlexer, main jimikellill 9. u"VETE E1(413M5 2. Illoo-light and sidellopt fram" ... frork-ted an Drawings to be of unless otherwise dinvelleal by Fogbww Disfatice *am Wet itillooll, to be Simple sports comfollitnt'llarl 2Af-v4 mot" type and immollole With screw attached hallow metal stops. Millitath OT Dhft tVk 110, lei lilloillikils A� . t 00WW_ 0 10!0 _*40" f-71 10 30X .0 111111 11 1 fill fill y, i{ i� .fl,'�fr�'I'i F•... ' ''ALM• 4 Its E P203.-0. r} a t + ��l 23'-0" 20'-0' 2S-o_ 25'-0` — 23'-0" 25'-0" 41 'fir - -2_ T0. G- _ PJ. ... . .... - - G- �---------- v v ' A �j qJ . 1 -- --- - - --- - - - - ---� ---------------------------- --------------------------- ----- - -------------------P ------------- ---------- -----_Y ! - - ------- -U2---�--- ---- - ` j• - -_-^___--- --..__ -_-----__JL-- ---'_- ------'•_- -- -- ------------------------------------------------------------ -_ ----__ ---_._.-------_-------__--_--_--- .---------------_----__ ---------------- --_.._--__JL_-_--- r1 ' t '(• '�r - i C. CJ. -- CJ. - - -., --- — ---- _ ---- '- G. F , 1 1 _ P TRIP AS I t REQUIRED ' 1 r 440 r 1 r 1 A o' 1 .I 1 r � h c7 1 O k --'~-- —'—_-- - _ -- - 8" CONCRETE SLAB MATH A _-_-._--__-I __-__- .. I AT 38 O.C. EACH WAY OVER a _ - --------- --- --- ---- ___-__ _ _ , COMPACTED CRUSHED ROCK —. r L O ',, `.. , • 0 of '`( O'fTG. 1 � C I /-•5'-0" x 20" x 20' DEEP --_—_--- -— — --- 1 U ---- ------____.-_- ----------- —'- --_----- ---------- —•--- � ' �a_... _ N►1�1.� � W/ (8)-/8 LONC47 BOTTOM , Vail 10 12 t4 .,, ----------------------- � 21 EACH AND (7)- /4 LONGIT. TOP "� • 3 - — -- -- -- ! ---------- , S-4 END AND /4 AT 12" 'O.0 TRANSVERSE r — - _-_-- , TOP AN TTOIN (7'-0' CANTILEVER - / a o P.J. A%OVE ------------ -------- � , EA. ENO UNDO vC ►-- -- --y ------ --_-- 1---- - ------------- EACH + ENO 5'_0" x 21'-0" x 20" DEEP ----- ----- ----- ---- --p ----- -------- - --------- i r W/ (5)-/5 LON41f. BOTTOM u' • ' 1 i 5 17- -a i i AND S)- /4 LONGIT TOP c m AND AT 12` O.C. TRANSVERSE o ' i 1 2 1 , TOP AN BOTTOM (6'-0" CANTILEVER F••- 1 ' 1 0 S-4 r 1 EA ENDO 1 csza=c--zza� -- 1 1 1 1 •1' MACH � Qw -- - ------ - — -- —_—..- -_ ---- -- I - _- -- -- --- __ --_�� — - 1 --- ---- r _ -__ ,l --------- -- --_---- -- - S-4 5'-0" x 21' 5 _ _ _ ___ -0" x 20" GEED 1 r 1 / ( )-/g R�l,JR STRIP AS E r cv fib" � o ' � � •-2'-6" 4 r AND �)- 04 LONgT TOP 1 r AND AT 12 O.C. TRANSVERSE S-4 ; TOP AN BOTTOM (6'-0" CANTILEVER . -- 1 EA. END g y r r --------------------------------- ----------- ' ---- ------- B- -------- - ------ � ' ♦ LCL 4 r P J. y G• A J 9'-0" -0 12'•-0' 10'-0" -0 -0 19'-0" -0` 12'-0" 10-0' -0 -0 10'-0" 12'-0" 6'-0' 4 1S'-0" -0 4-0" ..•}}} ''{ °. •S 4'-0" -0 IS'-0" -D' 12'-0" �-- 10'-0" -0 -0"' 1 _— ' _ 25'-0" 25'-0" 25'-0" I 25'-0" 25'-0' 25'-0" - Z�-0" 28'-0` B ^f �C SIM J �p SIM Q �B DPP. ©0?P. ` wMDBMI VE '•.' ►' COLUMN AND FOOTING SCHEDULE FOUND PLAN NOSES: COLUMN ASE PLATE FooTMIG REINFORCING 1.) CJ DESIGNATES CONTROL JOINT. SFE DETAIL 1 FOUNDATION PLAN BUILDING A r. S-4 6.) 41 DETAIL S_g FOR SPECIAL i OUDAIION CONDITIONS AT +r! 0 TILT WALL PANEL 2'-0" x 16' DEEP CONT. (3)- /5 TOP AND BOTTOM CONTINUOUS TILT WALL FOOTING WEST WALL _ NOTE: CONTRACTOR HAS THE OPTION TO ADJUST CONTROL JOINT 7•) LOCATE POUR STRIP r • 02 TILT WALL PANEL VARIES x 18" DEEP CONT. (3)- /6 TOP AND BOTTOM SEE DETAIL (1E/S-5)- LOCATIONS SUBJECT TO AN APPROVAL BY THE ENGINEER. 5'-0` MAX FROM INSIDE FACE OF WAILS. 4' O 2) -X'-X" DESIGNATES DEPTH OF TOP OF FOOTING 8.) ALL FOOTINGS TO BE UNDERLAIN BY MINIMUM OF 2'-0" THICK #' ITa.F1G. EiELOW FINISH FLOOR. GRANULAR PADS. GRANULAR PADS SHOULD EXTEND 6" BEY 3.) DESIGNATES PANEL TYPE, ALL PA.,ELS ARE TYPICAL U.O.N. FOOTING EDGE FOR EVERY FOOT OF EXCAVATION BELOW BOTTOM I h 1 - Q — SEE SHEET S-5 FOR DETAILS. S- OF FOOTING, SEE GEOTECH REPORT FOP FURTHER INFO. DESIGN SOIL PRESSURE: 1,50OPSF DEAD LOAD + LIVE LOAD 4.) P.J. DESIGNATES PANEL JOINT. 9.) O INDICATES FOOTING TYPE. SEE SCHEDULE ' SEE SOILS MIVEST1GA11pN BY: GEOOESIGN, INC. DATED APRIL 30, 1998 5.) 1� INDICATES CONCRETE TILT UP PANEL 10.) S=__,S DESIGNATES FOOTING STEP, SEE DETIAL ' -5 1/2" THICK TYPICAL PANELS - U.O.N. Pf K 1 d JOIST LOADING DIAGRAMS 2D3'-D" 50'-0" 50'-0" � 50'-0" _ 53'-0" -- MAlbc W MFR �J� AXIAL LOAD 10'-0"FROM OUTSIDE FACE OF PANEL 13'-O"FROM OUTSIDE FACE OF PANEL �,�;'•+ •,s.,+. (PLF) N0. (TOP CHORD) t �TO t Of JOIST W Tt LL SIMPSON LSTA30 STRAP TO OF JOIST TIE AT 6'-0` O G, SEE 9 0 250 20K 2 24k 1�O.F1 5114 17 0 F' I" D. 17 0. w 17T,;O F. S-4 1T-6" 1T-4" 1T-6' 17-t • 1/01AiNAt SPAN 30'-0" 1 - --- _-'. T.O.F 0. . D S. .0. . xi n LL �1..- Y( / ,) 19'-4' 22500 30" I 2.24k 4 0 NOMINAL SPAN- 37'--0" 12.5k rt t _W(TL/LQ `b o SIMPSON LTT208 TENSION {� TIE AT 6'-0` O.C., SEE r�l"r IC 250 30K 2.24k o S-4 o u o 10 NOMINAL SPAN- 43'-0" 13.2k .1 O - S-4 P O t Y o SIMPSON LSTA30 STRAP 4W TL S-4 ti •O TIE AT 6`-0" O.C., SEE 6.i.. A+.y.11 1 (C\ ' (3Y 0 • O 2>50 32L 2.24k `J `LY V Oj r I 11 �y{1 . ( '. 14.4k � r tl r "" '' •, ;�, r NOMINAL SPANS 54,-0" F 0 .pl �,•,' 22 t o c !!(Tl-/LL) 18'-3 3 4" S-4 o k !rt,, yt 0 2.24k 2 --- -- - ----- -------- ----------- �i �^ �'"'� ® T, 10 �I NOMINAL SP^N- 63'-0' - SIMPSON LTT208 TENSION la'-3 3 4" S-4 � ) TIE AT 6'-0" O.C., SEE T. F Coll V ! i j - —,j 3 Ld - +is r' O 268 2.24k 1 -5" 7 NOMINAL SPAN- 63'-� p O „ Z C) y. 1.) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SE's-�Y�'!:S ILuI+ 18'-6 1 '4" ''''° ;4 •, ' MIF:CZUNCALIQWL SPRINKLER BRANCH LOADS ARE M THE LINIF'ORM DEAD LOAD. S-4 2.) ALL JOISTS HAVE BOTH ENDS SUPPORTED AT WALL PANEL. o (1) SIMPSON LTT208 TENSION • ��a 3.) JOISTS TO 13E DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD "' ,dn.,tu iµ• OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORD. r 1 r 4.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 1 .�:• OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. a.) JOIST BRACING IS AT DISCRETION OF MANUFACTURER. -0) SIMPSON LT72013 TENSION 15'- 1 4" !}v;! e.) ALL JOIST BEARING DEPTHS TO BE 2 1/2" UNLESS NOTED OTHERWISE. 0 Q�4 7.) AXIAL LOADS SMOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, O1Z ✓ , ,-. • UNLESS NOTED OTIfERMASE. r�•. 5.) NO NET UPLIFT ON JOIST. -4 -' y z �1 ! yl (1) SIMPSON LTT208 TENSION 0 0 ?' k ROOF ERA INE NOTES. DF /2 2x8 AT 2'-0" O.C. W,� ."J THIS BAY ONLY h 0 1) DESIGN LOADS: ROOF LIVE LOAD" 25 PSF, WIND SPEED- AO MPH EXPOSURE B. 5)�D.S. INDICATES LOCATION OF DOWN SPOUT BELOW. ix 3 Q SEISMIC ZONE J. + •Yt 6) SEE JOIST SCHEDULE THIS SHEET U)F l.�l.. 4 ) 2) ROOF SHEATHING IS TO bE EXPOSURE I APA RATED OSB STRUCT 1 SHEATHING y (8X10X15/32) MIN INDEX (32/16) W/ STRONG AXIS PERPINDICULAR TO SUPPORTS DATE 7) TYPICAL SUB-PURLINS TO BE D.F. /2 2 X 6 AT 24" O.C. (U.O.N,). w/ 10a NAILS AT 6" O.C. AT PANEL EDGES, 12" o.c. IN FIELD. ROOF FRAMING PLAN BUILDING A - 3) x'-x" DESIGNATES ELEVATION OF TOP OF FRAMING B) INTERPOLATE ROOF FRAMING ELEVATIONS BETMAEEN SPECIFIED ELEVATIONS. L 3cJrtE fROA On (BOTTOM OF PLYWOOD), ABOVE FINISHED FLOOR. 1/8' . 1 -0 AS NOTED 95073 • .i��}��.�•. 4) DESIGNATES ELEVATIONS OF TOP OF WALL OR SPANDREL ABOVE F.F 1%�AWN C►[CKOD /6MTI3,16M15 8WI7411h Aw. JCS , rr- ,� S'` PLM--0i76,P1,MM.p276 YIs Of 37 9"T No VLMK PLOS DATES: 4Z 96 d 10.14 JCS X11 5/ 11111 K134 JCS OF SZ11 6:36.2p JM 41 fir VI.Wr,� - , . 111, � - I Illll>!Illllt�ll f lllllllllJIIII 1111111 IIIIII liJf lli�lllll I. l� �� _ � OI�illfill1111111�1.) 1111111 I ` FF + i � III ILII IIIIIIIIIIIIIII IIIIIIIIIIIIIII Ilillll�lllllll Ililllt�lllllll IIIIIIIIIIIIIII IIIIIIIIIilllll Illlllllliillll Illilillll ` hprl► M. 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'y«. 1 1 - 1 1 ' ' 1 1 ► ' GOL. 1 , ,1 + ` n 1 1 l- -J L... ._J 9 - ,',•�, i { �,�( - 1 7, in YI I I1 1 11 1 1 .•f 0 10 TS 4' x 4' x 1/4' (; i n 'Itl':�R i� 1Y Yom•'' •jrj a 1 1 L .y-' Cpl y� $�B HATH 1 Oj t/� .R 'Y, •1¢r'~•,'�1i AT EACH WAY OVER COMPACTED CRUSHED ROCK i -3._ �J r r, F ` il• 1 f t INTERIOR , 7r r. o a ' ' 1'-------ZO ..- --- ,Y r �•1' . T4s' 1 1 1 I 1 - ,......•.r.r- . r r� ' ?ly�,�•�tl , '" ��_ ' . - , ■ , 1 1-------' L_-__--J l,._ --'1 ' ' 1 1 -rte t ' 'Tr j t y,p 1 1! •`F' 4 N 1 4 1 > 1y 14 so 1 1 r 1 1 , A 41 ti 1 V,, e dl��•: it 10 � : .. , 1 1 1 , , 1 ' 1 1 1 .moi•..- J .Y 41310"ATES CONTROL JOINT. SEE DETAIL@14 5.) x�x� INDICATES CONCRETE TILT UP PAMEL -5 1/2` TIMCX TYPICAL PANELS - U.O.N NOTE: CONTRACTOR HAS THE OPTION TO ADJUST CONTROL JOINT SU LOCATIO6.) S=-__S DESIGtVATEa FOOTING STEP, SEE DETAIN f,IS Bb�CT TO AN Ai>PROVAL BY THE ENGMEER. '�' r•. 7.) LOCATE POUR STRIP 1 O$'JdVAFES DEPTH Of TOP OF FWTING la ' ' 1 1 .: • 5'-0* MAX FRGAA INSIDE FACE OF WALLS. «. MELOW FN,1!xlf FLOOR. ,0tMICNAnM PANEL TYPE. ALL PANELS ARE TYPICAL 1 U.O.N. d') O INMATES FOOTING TYPE. SEE "EDULE SE['',lNEET $,•$ FOR DETAILS. ALL FOOTWOS TO BE UNDERLAIN BY MINIMUM OF 2'-0" TH104 P.J, Dtft P,TES PANEL JOINT, GRANULAR PIED$. GRANl1LAR PADS SHOULD EX 6' BEYO D aF [�F 1 FOOTING ED FOR EVERY FOOT EXCAVATION OW SOT 1 1 +lot OF FOOTING. SEE GEvTECH REPORT FOR FURTHER INFO. 1 � 1 1 NGVILE I __ _ ------ 1 v I � 3CMD—COt. 'fir, TE F00?MIG RMIFFpRRCMip NOTES b ; 11 1' ' ; Ia - �e r ►R 4 6'-0" x ax 1M` DEEP (f6)- EA. WAY SEE DETAIL (3/5-4) � i � � ` _-----_-_a 1a--------------- ----------------- 6- -------- ---- ----------------------------- #5C •� -- '--- --- 1 i '*"•� t, � '*LT YKIL PANEL 2'-A' x 16' OW CONT. (3)- /9 TOP AND BOTTOM SEE DETAIL (2/5-4) T -- -- --- --------- - - --------- _ -- r 11 g. I�.."""_ -.." "•` -- 4' -0• y13'-9' J.- -- -- ---------} ------ ---- ----- -- ------ --- -- 1 i rte' ' q�4 iM1lf0 DOM WAIL f'-8' x 14' KW CONT. (3)- 03 AT 80TTIOM CONT. SEE DETAL (ISA-4) s Ir, ,' '"y„!"wnA"'' ..•„�. — S-4 ' iii 'i , / ., •I�•. + ■1 3'-�` 23!-9" 23'-9' O Q 5'ANE , P "...:.i+....r•+.•--.•., O P JOINT - 1 , 11 1 ,1 ' 1 "�■.� fV11 1 , ABOVE ONDOW u l y� 1!I S1Dk1R6: 2,00wgr IID LftD + IJVZ I,QAD r s► b 'L_ ________--------- _ ��,,��.�__ k ",Smrmi ar�t1/�ATw fY: GE.QDd". MIG. DATED AMAI 30. 1*0 - •e N -_... .._.._,... __-..,. _-.....r+. -.._•..... A$ OI�LM a' 'JA j,". 1• h . 23'-9" 01 23'-9` x3'-a" 23'-9" ?l-9 QIbM11t '..• { FOUNDATION PLAN 8 N B PANEL JOINT r" ABOVE MNDOW !"3 JCiak- IT ,, ' 1I/ cif r �; t , • . 1 ''r; it 'A,. ,. .,P +.. ♦ •, ! r.e. ,- !,7-' ' �:. 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I� ,r■YAr■1■Iloll1,+ 1. � � ,�'* ,. ...•.., wn.rww.r.....•en.•.••+n...+■Itsa. �� .+.«ur...u.w.. ..+••+wier•ostr�.•r••■••�r�.n..•..,•.n..,.- .. „rw.w►,:,•.•.w••,....-«.r.,.a-....,M.,..,n.•w•.r,.rw..r.... .�..n-...nn.F.»..,r.•.•w.•.w,wr+w,rr>Ar..w.,.,...,...,,..,-•.••r.wl...,�Y a^ �7 %J `d ,,4t .ir � �' ♦• 1 L f I �'J • � �, i.+, A. .C' , ,a. ` V.. ,ilslllt 'fj �, " r' ,.,p�,�tM .. ... ^' ,. - ti, �: st: �� LIN � � " '� ''1,, , s• 't` , 'r K {iffy 1. .t 1 rl 14 1��` � ' ' ''�:. ,, ` . - - A •6 � . D ,, � l ;,ori,; + +1t� •.y�, Q ,T,Lti; •/ —••+•+•+••••,•�.-.. 190'-0. I Y Hti SlbWS 4Sl� ON L RO MA-P ..,'��"....�..... �r ` , AT 4'—Q" O.C., Ott1►IL' AT •-�' a.C., SEE DETAIL '�": u; « s. GIRDER LOADING DIAGRAMS , (KIPS) Ni GIRDERS AXIAL LOAD K ( ) c ') (TOP CHORD) 1!�► rte ...... I•�.— �.�.�...� I 1 t r I �A i 40 ��...�. 9 8k L� 14.1 ;5 SPA AT 10'-0. D.C. lot IL IL GIRDER BLLOCKIN P 1 1 1 i• PER DETAIL 14.1 5J1 ..�. 9.8k S SPACES AT 10'-0" 0.C, _ 1 O 14.1 36 9.8k 3 SPACES AT 10'-0. O.C. + GL 3 1/E' X 12. -- ----� 7- :1 , _ ♦ IMO " .14. A 1.6 3 40 3 SPACES AT 10'-0" O.C. 9.8k � ou GL 3 1/6"•X 19 1/2' 411 116 i,i� r ;• • ; I') �1CJA"ED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKL.ER BRANCH LOADS ARE IN THEORAL DAF►.NAD LOAD. J 4 . +) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD. 3.) GIRDERS TO BE DESIGNED FOR l`WO ADDITIONAL CONCENTRATED LQ IDS _ OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. : 1 , , �i.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, ► 11 {E UNLESS NOTED 01 11ERWISE. S,) DIMENSIONS SHOW4 ARE NOMINAL. SEE PLAN AND DETAILS FOF BEARING CONDITIONS. 0' 10 1 �; , I' ►y+ 21'- J ;•- c�} r 6,) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER. — _ jl �. ► , 7.) ORDER BRACING IS AT DISCRETION OF MANUFACTURER. — e NO NET UPLIFT FORCES ON GIRDER ' JOIST' LOADING DIAGRAMS 11 s. b . � WALL BELOW 1 `" ( WF) MFR AXIAL LOAD E MARK JOISTS 1 (TOP CHORD) 11 JIB i.'.�, r• MAjTL/LL) o e + I 28K — /1 •a NOMINAL SPAN= ev j:. (. ,•r�,f' - '"Y'. ,.l y,�� 1 h O 11 .V. 1. (4i , �'�r • , .'7'NF' - .• '. . ® L�ft.77VC 2 c 2.58k RIDGELINE o ;i '....°;,1� ...-` • p i ' NOMINAL. SPAN= 38'-0- � ► ;i IDGELINE `�. , rid r ' •�1 p �1, ,„j�`V� • l.,`p.��Y� .. 1 - '` .�t,f� � � • / j •.viJ •� a1�i 1?� t1 d 5YLt ,. 2.58ic NOMINAL SPAN= 20'-0" ► .I. « T r ro T1 - 1 28K 1 / NOMINAL SPAN= 'LO'-0 • f 1 ` ��' �� t•) CONCENTRATED LOADS TOP AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND ^' h SPRINK:SR BRANCH LOADS ARE IN TTdE UNIFORM DEAD LOAD. i•, �• � ; t « y •Ti p 2.) U1 Q AND 4O HAVE ONE, END SUPPORTED AT WALL PANEL 3.) JOISTS TO 8E DESIGNED FOR AN ADDITIONAL CONCFNI'RATED LOAD 1 OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORD. " 4•) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD 1 OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD. �M,.➢ ,I - S•) JOIST BRAGNG is AT DISCRETION OF MANUFACTURER. •.� 6•) ALL JOIST BEJ�RiNG DEPTHS TO BE 2 1/2" UNLESS NOTED OTHERWISE. wow Y ' r 7.) AXIAL LOADS SFt10MIN ARE TO BE TRANSFERRED THROUGH BEARING SEATS. - _ UNLESS NOTED OTHERWISE, ` !2,) NO NET UPLIFT ON JOIST. CN 20'-1 t =F I+RAMIN NQTES. f' 1)" LOAM ASS: ROOF LIVE LOAD-2S PSF. ND SP EED= 80 MPHJ. 'EXPOSURE B,SEIS)MC ZONE 3. a �,► j — SIMPSON LSTA30 STRAP TIE =` i x ; i--~- GIRDER BLO�CING 1 /1 � 1 � 1 / PER DETAIL 1 AT 4'-0' O.C., SEE DETAIL .- 1 ,�• � " 2) ROOF SHEATHING IS TO BE EXPOSURE I APA RATED OSS STRUCT 1 SHEATHING 11 ; 11 T1r'1 F.i (!l7GiDX15/32) MIN INDEX 32/16 w/ STRONG AXIS PERPGIDICULATR TO SUPPORTS ,. N/IOd AT li O.C. AT SUPPORT EDGES AND /2' Q.C. IN FIELD. 1 1 1100 , 3 X'-X" DESIGNATES ELEVATION OF TOP OF FRAMING 1 1 - + (BOTTOM OF PLYWOOD). ABCVE FINISHED FLOOR. 4) - DESIGNATES ELEVATIONS OF TOP OF WALL OR SPANDREL ABOVE F.F. ; SNr � ►, •� '�) O.S. 22 NJI?ICATES LOCATION OF DOWN SPOUT BELOW. 5 _____ _ ' UJI S—'4 1 Ir•---- � ;r SIMPSON LTT201 TENSION TIE INDICATES LOCAAON OF 6 X 6 SUF':r'1"r" CAA BLOCKING REO'D 1 5rr3 r _ , ON (IROf.R SEE PLAN AND DETAIL 13 _1 - AT 4'-0. O.C., SEI: DETAIL SIIOL-PURLINS TO BE O.F. 02 Z X 6 AT 24' O.C. (U.O.N.). v; It�7 �i 20'-1 Zp'— t. y M 8). .INIIMCLATE ROOF ERAMWO ELEVATI0NS,8ETMEEN SPECIFIED ELEVATIONS. R I� Lvi �^ n• M 1 -�:. L rd v F ►,. �M r .t, AS N01E0 y•, fi\i �• i bIlA1N! * ► +) laL �« y 1 -11 1/2' 1 ROOFAg ck FRAMINQ N , 1116' ,I - « 'y y . r'� r - .,y J. •. «. .P�`.w`'.o - ., 1', , .( .. r.. a '!'. ...`�•. .. . 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SENT OVO WALL BAR ��IC --BEARING PLATE - 3/4w THICK u,O.N �.�. . h `* OR USE 1/2' W. THREADED ROD x 2'-0' AT PLAN W/ (4)- 3 4 DIA. DRILLED 4 r is l v _: "Olt; IF x OD FORM IS USED FOR N 100P INSERT DF RUSH S?IELL ANCHAq BOLTS S 1 ?' Whi. E118EDM9NT SM ANGIV AT OVEiI�HCAD DOOR,S'.! !P d KEY. KFIEP WOOD WET OEFORE 5E£ PLAN g0lidtEl)r POUR TO PRE\ENT POW JOINT. SIMILAR TO COLD 3/1 r ,/100L�p p1y;L / s 4 ' SMALU>m CONTROL JOINT EXCEPT RUN SLAB TS COLUMN - SEE PLAN i .r"� TEI L1rT�f5N ADE H {• S r T WM DOOR$ STOREFRONT SEE ARCH. 18 REINFORCING THROUGH JOINT O O 1 TAKE SS(p�f1n L .�....�.. / ' RADIUS TOQLED EDGEZ7PROTECT COLUMN FROM CONCRETE ACT IA T r SLOPE SLAV 1" W ',' d TLA@ ! i �SPLAT71ERS BY TiCNTL.Y WAPPING r . ....r - 1T< KEY AT MiO .........�.........�.•... �L�. .. I i W/ 15 LB. PAPER. 'TRIM FLUSH A* 1 I /AT OVO*EAp DOOkji / r 10EP7H W/ SLAB, FRONT Oi QiM. QOQR�r ' ,1 THICK PRE-MOULDED I • . f Ei�ANSION JOINT MATERIAL_ - I ' I BLOCK OUT SLAB FOR COLUMN. 0 °� O i i FILL AFTER COLUMN IS PtArE0 ..vim�-i•�.�...,., j j4- i - .• '..�- W COMPACTED SAtX*.FN.L + L ri •1 �LL1, (.�QMIBIRUGIHOM J011'I13 TO BE COLD CONTROL JOINTS • � (Fb AT EACH SIDE OF WALL 6R�UNDIST(1RIIED ; •o USE abisAD ROCK faft a CF ...,� �....�,,, �„ , `! TILT-UP CONCR.TE WALL �T" "/' �► / AMDa1CAi�QNS FOR TYPE AND d _ 1 COMPACTED SAND OR • 8k110 PANEL REINFORCING INTO I EARTN I +• (� Of �- SHIM PANELS AT 8'-0' O.C. MAXIML�A I r MATCfS FOOTING b „.• r 9 J I. ' 1 -I eu GRAVEL 9ACKfltl 00 SLAB Ib" OVER ..w.,.>r _ (MINIMUM THREE SHIMS PER PANEL-) AND v�i' 1/� � I I WINIFORCING ' .v I r (p. NOT FILL WITH CONCRETE r r GROUT Mr11NIll 24 HOl1NS OF SETTING � Op ' ♦df% aQ p 1� � 1 w �••r.•• -�"•�- ,r+.,-.,,,, i_ `•�'•r I • • PANEL °D •PANEL forIWORCING _ l 1 ' CQUO KEYED C r, y " '.'`!r/� JOINT p • r r • hr' • • ��' • V-8" MIN, SFDN- A 1 1 2 - 1 -0 SEE S�DULE FOR x:� "�� -SEE SCHEDULE • • - FOOTING SIZE AND REINFORCING T►+ 'r D. ' D • • r FOOTiNG SIZE AND - FOR ;(,DTING SIZE •ti • . --SEE SCHEDULE FOR • AT FOUNDATION PLAN �44y 1 y�'•, �. .''•o REINFORCING M'^ NFJNFORCING p' FOOTING SiZE AND Q o , REINFORCING D VERIFY FOOTING SIZE 6 FOOTING STEP AADI TOOLED ETJOE , 3/4' X 1'-0" SMOOTH GREASED _ .... 0'-3" CLEAR Vg • • • ' • B v ' • AND REINFORCING DOWEL AT 2'•-0' ON CENTER. CENTER N SLAB. 5" DIA. PERFORATED PIPE SURROUNDED °.a ' 1 Z BY FREE DETAINING CRUSHED ROCK FOOTING GRATIN TVP. °r.�� '' � �� • AND WRAPPED WITH FILTER FABRIC FOOTING DRAIN ' jai " ♦ � .. AT ALLTPSrJi81ETER FAOTINGS O STORM. SEF DIAL. T�' " 3 INTERIOR COLUMN AT FOOTING 4 SLAB EDGE. AT DOOR OPENING 5 STOREFRONT ENTRY — TILT WALL 1' 2 SLAB AT WALL POUR JOINT SM 1":777 s2-3 1 . 7-'0 1 . T-o w '',�, N�,• Q'1�l,EC► J(XMT INSIRUCTIOH/S: -- S2-2 `4 { 1 -dI�O ETUCIS OF 51IEi�.F'A 001NE1 TO REMOVE OEFUFtAMTiES. P.T. 2X TOP PLAiE ATTACHED MA TN }�., q; •' ^a `'f +CARE-rLA.I..Y REALIGN OARS AFTER TROWELING SLAB ( ) 2 - 20d GALVANIZED NAILS AT 24' D.C. 1. `•a. TO iN3113d11' BAR IS PE17Ppu01CutAR ;1) JOINT 111• � �31AM(M" AMC 'ABIl(i�>1 Y ROOF SHEATHING PER PLAN ' '`!�i '• 3 -GdtEA� ONE EJ+ID OF BAR •H -Au, CM13TRUCTION JOINT51 10 BE COLO CONTROL JOINTS LEDGER AND SUB-PURLIN BEYOND - �� SEE DETAIL (IO/S-4) _ -- P.T 2 x 6 LEDGER BETWEEN F' '• '' � "r n•AILY AND SPECIfi�ATK5N5 FOR TYPE AND - � JOISTS WITH (4)•• 3/4' DIA .': WEDGE ANCHORS ;. GIRDER SUB-DIAPHRAGM BLOCKING a r ; SEE PLAN AND DETAIL (/3/S-4) 1W DOWELED CONTROL JJINT _ S: 1 1 1- !` i/2" TOP PLATE USE 1/4' STIFFENER ,+ CENTER LINE PLATE FOR 63'-0' SPAN ��yy 7` x FLANGE WIDTH SUB-PURLIN - SEE OF JOIST .s. Y pT t ihQ .. y r W/(4)-t/2` OiA BOLTS 'd iv PLAN 1/4 1 4 7� 3 16 h' N �• PI o BACKER ROD. PLACE IMMEDIATELY * iV•x AFTER SAW CUT GAME DAY) ', ` I - TS COL PER PLAN ` SAWN JOINT. 1/5 SLAB DEPTH. -"-- tE V SAMING TO OCCUR AS EARLY 1 - g" SLUE ELEVATION AT SUPPORT COL. 1 4 �3 SIDES 4 r. �'-'—' 7 U.O-N. SEE •1' '� } AS POSSIBLE WITHOUT WALLING is t 8 2 CORNER ---- - — �. CONCRETE- DO NOT WAIT UNTIL THE _ ° - / I I •"�-__ 3 18 i (1)- 7/8' DIA. WEDGE ANCHOR. . r FOLLOWING DAY. CONC. TILT PANEL p' Q t° 1 n w/ 3 3/4' EMBEDMENT TYP. W/ [V e n OF PLATE 1 1/4" SLOTTED HOLE IN ANGLE �.. F ERECTION BOLTS - - OF ANGLE - UNE J0157 \ 10 1 2 10 1 2` 70 t 2 I fi r! l4 * 5" S' 10 1 2 1 1 4' AS REQUIRED 2X N/i}L R W/ P.A F. F .• /►TT �jj rJ ' y r ' •• j STAG�Rt±� N T x 4' x 1/2" x 1'-10" ANGLE W ,. �! 1', ,;' {3)- 7/8• t)A WEDGE ANCHORS. / Y x 4• x 1/2' x 7--8' ANGLE w X 8 X 1,/2 X d-10' WITH ANGE BEAM ' r (4)- 7/8' DA. gED6E ANpi0R5. T x 4" x i/2' x 12' ANGLE ON ? %4" STIFFENER PLATE AT �R �'1 AN y --- h'•. W/ 3 3/4 EMBEDMENT W/ 3 3/4" EMBEDMENT 3/4" PLATE 61/2* a 20" W/ } CLE CENTERLINE U.QN. /5 A706 BIERS x 38" LAPPED �� x IFI/P4 + END OF P 8 1 2 VERPFULL LENGTH RMORCEING y. ` + 1 1 2" 9' W�(3� 3/4 1S ' USE BOLT CONN FOR 63'-0' SPAN PER NEL ELEVATION � STOP REINFORCING 0'-3' PLATE 3/(4" X 12' X i'-9" WITH 1 r; CLEAR Of JOINT 3/4"1 k 3/16• EMBEDMENT TYPICAL WELDED TO 1/2" x 5' x 2" I . ' 1 ��ii sEnoNA µ � � ' NELSOM\TUD ANCHORS 1• AIR HOLES ( ~ :,k C SC110N A (AT PANEL JdNn ACTION AT CQRMER (�Oil1D. + EMtp. PLATE W/IO��JFF T TL F. ' TYPICAL EMD PLA]L TO WSIDE LEDGER 80L1'S •' ` VIIET SAWN CONTROL JC�QNT j, CONCRETE WALL P�IVEL M1TH NFORCING xP bF PANEI S:FDN- 1 1 2 1-0 CAGE CENTERED AT 'RDER U E AS REO'D t SEE SHEETS S-5 F ELEV�110NS - i A A SIDE ELEVATION -6" V-6" EQUAL EQUAL EQUAL 1'-8' '�?'L OE&TI . FOR CANOPY T TT�IKK -Xv 2X PRESSURE TREATED TOP F.ATE ANCHORED W/ \` � APE Mf NAL FACIA (2)• 20d GALV. NAILS AT 24 O.C. STEEL GIRDER PER PLAN Q pip r 1 DO NOT WELD TYPICAL 8 CANOPY r BEAM CONN. h y PROVIDE SIMPSON 'LTT208' AT 'CANPY t 1 • i � ,•, � L 6 X 4 X 1/2 X 0'-8' STABILIZER MATH _ 4"-0` O.C. NAILED TO 2x SUB-PURLINS w ,; ` /' « (2) -• HILTI KMAK BMT-11 1/Y•.X 4' 1-• 9 JOIST AT TILT—UP WALL f a, ,��• EMBEDMENT DRILLED ANCHOR Bars STAGGER PLATES sPEaAL NSPECT1oN READ 7 GIRDER AT TILT PANEL BY 2 3/1 , 2 \(A"EACH NE) F PLATE) S 1 -0 ON DNRLED ANCHOR BOLTS USED 5501 1 - i -0 2" RIPPED 6 x 6 ti ' BLOCKING Si l INSP. Q'p ECTAL 6 2 SEE RIPPED AN F 6 BLOCKWG TO FHT W/ SIMPSON HARDWARE PLAN R SIMPSON NAILER - SEE I' a OR LOCATION dll+ ' PANEL PER PLAN - .� "F' HANGER � � r'y 3/8' BACK PLAT`, 3/18' SLUE - - _ ROOF SHEATHING PER PLAN ROOF SHEATHING 7/B' X 1 1/2' X 10" PlJ►lE ,II PLATES k 3/8" BEARING PLATE. 2 x NAILER SIMPSON 'MS7I48' ACROSS OLl1-1„A�i . PER PLAN 10' ;iI' {2) 3/ 1 8 2 AND STEEL JOIST I I I 'i 4' DA. DRILLED ANCHOR SUB-PURLIN. SEE PLAN 1 B 2 2x NAILER- SEE 11 ',I 2 x LEDGER BEYOND EEMaBEEDM TS ENT A(2)112-TH DA. BOLTS SIMPSON 'F' SERIES _. �' THROUGH CLU-LAM. SLOT BACK HANGER SUB-PURLIN - DOUBLE ROW DIAPHRAGM 1 1 li PLATE HOLES HORIZONTALLY •,,� PER PLAN --- FOR FIELD ADJUSTMENTS. P T 4x6 LEDGER WITH 3/4" DIA EDGE NAILING - SPACING 2 1 2' A DRUM ANCHOR BOLTS W/ 4 3/4" g• --- _----- -�----- --a. �_ -�+•--•• ----- -------- -- - i l�l, - -•--j--._.-•__._._. _._._ _ - � l 8- -- yr ' ----- ----------- EMBEDMENT AT 48` O.C. 11.N.0. MIN JOiST FY ti t sa 2 1/2 y�. PER PLAN W/ MFR 4 43w VERT W/ MFGR. 1/4 4 it l' i - , _00-NOT 1►SIE-AlAU�R TO GLU-LAM BEAM r` t % _ ATTACiF-SHEATH" — I} •_ '- _ �- ___._._• _ - s; SU8 PURLIN AT WALL may, S4-1t0 1 - t- / �\ (2) 1/2" x 4" , . /1/4" ' 11/2 '/2» �, 1/4• 'LATE LAG SCREWS 1 f i Ar GAP- --SIMPSON "LSTA30" ACROSS JOISTS. / \ I ♦ , 1/4 4 MIN. `\ ' ,i', 4" 1 1 2" ' 9` MIN. 2" A GLU-LAM PER PLAIN ,. -. to I ' I ' t .. • TVP, SEF. PLAN FOR LOCATION AND SPACING. _____ 1/2' x 9' X 13' BEARING PLATE MIN. � 1 + INSTALL SHEATHING NAILING (SHOWN DASHED) 4" • i W/(2) 3/4" DIA A325 BOLTS r BEFORE STRAP TiE. -� \ / JOISTS PER PLAN n . , GIRDER PER PLAN +�j EACH GIRDER i I' A ELEVATION SIMPSON "GLT3" HANGER SPECIFY HANGER WTH AS JOIST PER PLAN GLU-LAM DEPTH MINUS DEPTH OF r JOIST SEAT AND NAILER. VEWv -ROOF SHEATHING - SEE PLAN -OR NAILING SPACING WITH STEEL JOIST OONW-CTM •••+ -7/8" X 1 1/2' PLATE ACCOMOOATEEW EPA EL 2x NAILER (OPTIONAL 1 3/4" LVL) STEEL GIRDER PER PLAN n— 7' X 7" T.S COLUMN PER PLAN ANGLE - SEE PLAN STEEL `ER PER PLAN 4 i (MOTH TO MATCH JOIST WIDTH, FOR ANGLES SUB-PURLIN - SEE PLAN - ; - --- - � r , . JL' SIMPSON "F' SERIES HANGER � ; STEEL GIRDER PER PLAN 00 NOT WELD t 13 GIRDER SUP--DIAPHRAGM BLOCKING 3/4" STABILIZER PLATE x 6" x 6" ; 16 GL�t—LAM AT GIRDER (� } •—y -- r^ CONN2 1 • 1 - OPEN WEB STEEL JOISTS, AT 10"-0' O.C. NTH 53-13 1 - 1 -0 _ '• �=, ` /14 GRADE S WOOD SCREWS X 1 3/4' AT 38' O.C. t6 PLAN VIEW r EACH SDE OF TOP CHORD (STAGGERED) �� 1 STEEL GIRDER AT T.S. COL. WHERE ANGLE INTERSECTS A JOIST/CARDER y' /'l2 JOIST AT GIRDER WEB. NOTCH ANGLE AS REQUIRED AND F ' •�� S- 1 - 1 -0 1 S GLU— SPUCE WITH ANGLE SHON4 ABOVE. 1 RIPPED 6X TOP PLATE BLOCKING BEYOND W/ LAM BEAM AT PANEL RUN AT JOIST S:RFS-05 1 - 1 -0 3/4" J-BOLTS AT 48. O.C. NOTCH 1 T CANOPY JOIST LOCATIONS GLCONNi 1 • 1'-0 r 4• r STRAP 1 •. 1 -0 /4 AT 18' U.C. ANGLE TO (2) - 10d AT 4' Q6 STAOt , . JOIST PER PLAN EA. SIDE ALONG 4 X 6 BL.00ONG OONC. TILT WALL BEYOND 1 8 3' x 3" x 1/4' ANGLE WITH 1/2' DIA. EKED 1 4 g�p`+M!• 24' J-DOLTS AT 2'-0' O C. STOREFRONT. SEE ARCHITECTURAL I" PREMOLDED EXPANSION JOINT 4 X 3 BLOCKING ` �,. MATERIAL OR �'NOQQ NAILER OAT ALL EXPOSED STEEL W/ ,I' �AT ANGLE .L.p / 6 1/2" THICK CONCRETE LTlTiMINOUS MATERML 4 r ",� TYPICAL. RENdFORraNG PER PIAN. - SEE ARCHITECTURAL VERIFY w /� BEND INTO FOOTING OVER /4 BAR MFR. PANEL U.O.N. +.�. /4 RAR - /' /4 AT 12- O.C. z /4 x 6.1 I'-Gw b •�. •I , , HORIZ AT 24" O.C. BENT OVER ( ^-- OPEHANG STEPS UP BEYLIND Lax 4x 1/4*x 1'-0" 14 I• CONT. H W/ (2)-1/2" DIA. x 16' , SEE DETAIL` S-5 __ DEFORMED BAR DOCK BUMPER FOR SHEAR KA PANEL � l3' x 3' x 112" x 2'-0" W 3 x 24" e. SIOEWAU4 SEE ARCMTEC111RA1 /4 AT 18' O.C. ELEVATION AND REIN1'ORCING / / ( ) FOR FURTHER INFO. ANCHOR • VERT- BARS WELDED TO EACH ANGLE AN 4 , 1 BENT OVER CANT. /4 STAGGER BARS 3- USE / DIA. X 3' EACH SIDE LAG SCREM S • ++ �► x C'-.'r.".' i AT 18' Q.C. J (ALT. TA85) L4 X 4 X 5/18- 41Lrr.. /4 �� OR LENC11i OF ♦e +�' ` (Alt. TAILS) ZCANOPY JOIST PER PLAN . SEE FLAN F ANCIF * -� =.. . EACH N, r Y �,�,'. r o 1/4 �.�....�w LEG 1 4 3/4' X PANEL THICKNESS X 4'-3' r �� 9° s e , ' i": 8" 1 • . , EMBED W/ (3) -• /5 X "' �� " �o• cr� L3 1/2 X 3 1/2 X 7/16' X 1'-0' A706 BARS EQUALLY SPACED �'•�'-• CONC. TILT WALL SEE FOUNDATION PLAN 0. 1 4 1 - d a. o CSEAf l[JIED ON SPLICE.ttEO�iIMUIF�D `p FOR PANEL REINKORCING SEE I , T ,p a PANEL ELEVATIONS `�� \�� \�� •'. FOOTING AND REINFORCING TK.T-UP PANEL 1 SEE SCHEDULE PROVIDE 3 4" GROUT �0 i 1 Z 9" 1 2" �• ��I PER PLAN 8 JOIST CONNECTION r 3/4" X r2 X 2'-e PLATE WITH ` / #7 SIMPSON STiIUT� �H AT THIS PANEL QNLY�TIO MATC.4 YI+cLA u I 4 - L A706 DEF'Oi�IIAED BARS • (2) / 4 BARS X CONT. S®-14 1 •. 1 -O Y ATE THICKNESS M PAEI. AT 'r " O C JOIST AND NAILER I " u -r, ,I AT 8" EQUALLY SPACED ALONG PLATE " r 0' C. MAX. - TYPICAL. ? 6• COLUMN i; t. AND 21" EMOMMENT (8 BARS TOTAL) ALE D.F. 4 X 8 STRTJT r 1 PER PLAN 12' FOOTING DRAM TYP. • +� TYPICAL / 5 16 _- ---� OF CONC. 19 LOADING DOCK SECTION _--- -_ __• - („G 11� ' FOOTINII SIZE AND REINFORCING ' ' • • FOUNDATION PIAN. W Ns . WARING PLATE - 1/2" THICK M1pJ AS N01FD w807J NELSON 1;T S A. .......�. .� L4 X 4 X 3/16 STRUT ORAMM Cf+[t6� SEE PLAN FOR St" R REM1F. t y� , •,' FOOTING DRAIN TYP. - T.S- COLUM41 PER PLAN ---- - 0'•"3' CLEAR �, lEC710N AT .10151 EN TR 21 FDN AT SHEAR WALL ', 0 ST T _ PLATER /J,n CANOPY C s BA PLATE 1 21 DRAG 'STRUT N . a, C;�ACAD\W\DRAGI 4/1'5 1 ti 4Of �1 It LE.w' _ _ .a a...�.,._ _ ryyM,• { ' , .r - • ! ,:x, - ,' t i � ' .I'� i' 1 (, 4.a'p_ • .. .6 ri,�iV.t rir,. • .> 1 , .I a', -. i - ,1� _ 4 ...'> .l •• '• •-h . Plns>r7w...•Qr� ti ,r, .T1 'i . �,: 'I '4 'A.' Y ,, ••� �: r y 1 >fiV711hAv. ,,w.->,w,..>a>_ x)11,.:. •.�'�L.i..i1�.+1 V4.1�i.1.: ,i.R'.a i_. r. _ r;+� - 'r r: ...i+ �'f. 's..' �10� 37 IN z � w rrr..;>+.n;a,.'e'k•..r;,.s:. 't ,vr+ _ - a4. ,.,. •• •..r,r. 'ftah. �,,., .K a :'�'- ... '..�' y..asr•,r.u:.--- ..�..'.-,... 10 12 14 F, y 30X • , illllllll IIIIIillillllll iIiIIiLIIJIiIIi 111i111�1111111 t�•+ 1 . ;� - '• IIIiIIIllIIIIIiI�IIIIII� Il ilil11111111111111111I � l . T I"�,,. I(IIII II IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIiIIIlllllllll IIIIIIIIIIIIIII Iilllll�lllllll IIIIIIIIII d Ind ndr�ilnullilufiluu111rI111� e ' � ' Igd�lnuh�luldn�rin11��nolf�lralbl�{Ilnh��mlli�ilnnb�llrul�i�IndAfi�rinh�ilrr�hnAA�l�irrdr�Inohi�lanlll�ilnrdBS ' .w"• .•.,,wall./lw,/.a.•>r�>-..._«._. ..,-r.... .. ' �� r✓ , `'j F. In �'•i..y�:. ♦,. ..w •...•rey.y-r.iw.w.•n1v..... � 1 .�I ,....•+.s..+•..�w..ti++►s".. m1.,..-.-.. ...».......+..-•a. ...a..••♦._, �! r .....�"•, fir^ filNMt '•a..illii.w 7 •1 'F 'r,r'+ +s' TOP OF FRAMING. BOTTOM FOR REINFORCING CALLED OUT AT t)+ " :I> OF PLYWOOD LOCATE CONNECTION AT MID-HEIG117 AND 1'-0" BELOW EACH FACE, LOCATE AT I" MAXIMUM 1 Y TOP OF FRAMING. (2) CONNECTIONS PER PANEL JOINT. CLEAR OF EACH PANEL FACE ? f'-U' 3' x 3/8' w 1 -0' FLAT BAR WHERE PANEL JOINT OCCURS AT BEAM LINE, LOCATE IMTH (2)- 1/2' DIA. x 1'-6` PILSON ONE PANEL CONNECTION AF MID-HEIGHT ONLY. .--1 1/2" CLEAR J.,''' (2)- N CONTINUOUS AROUND I UCFORMED •ANS BENT AROUNN} EXV%A : VERTICAL, N BAR x 4'-CI" LONG. PERIMETER OF PANEL - PANEL THICKNESS , BUTIEIIFLV CONNECTION: a:- t { p !� i TYPICAL PANEL FIEINFORt'ING I' r 1/4' PLATE x 3" x 0'-8' WITH 1[4" - --_ - - W �AS SPECIFIED Av FURS 1 2' THICK PANEL 11� EI�CIi $IDE SLOT AND 1/2" E,* CENTER HOLE. - DO NOT :)VE,RI*AT /S AT 1/2' O.C. VERT. t• SEND TOP AND BOTTOM LEGS MV OPPOSING DIRECTIONS TO FILL JOINT. /6 AT 1'-4' O.C. HOR1z 0'-B" LONG VILLfR NQ) 3/4• CHAMFER AT BY JOIN! WIDTH I,`M• WELD EACH LEG. EXTERIOR FACE U.O.N. 7 POURED DOWN SURFACE 1'-0' LONG FILLER ROD a + DO NOT OVERHEAT BY JOINT WIDTH TWO CONNECTIONS FOR EACH I ! +� 2 1/2 x 2 1/2' x 3/8' x r'--0" ANGLE 3/16 t"1/2• x 2 ,f2- x 3/e� r-n" ANGLE TYPICAL PANEL EDGE a 3 4" CLR .- / SIDE OF PANELS AT MIO ,, �,� / TOP OF FRAMING I PITH (2)" I/2• DIA. x I'-6" NELSON WITH (2) 1/2 DIA. x 1'-8 NELSON HEIGHT AND 1'-0" FFLOW i r - �i DEFORMED BARS BENT OVER EXTRA INTERIOR FACE DEFORMED ANCHOR BARS BENT EACH SIDE DO r'' (POURED tip) OVER /4 x 4'-0' VERTICAL -r--HEAVY TOOLED EDGE AT - / 2 3 �, /4 x 1'-0' VERTICAL - ---- - _ _ _ NOT OVERHEAT�j 4 POURED UP SURFACE - - -- _ S FULL HEIGHT A T EACH - 0 -= _. - -- -___. - - = - 3" x 3' x 1/4' ANGLE WITH - - - I'-0' ..�.� __ - .:»,R,.-• . `-�:_-.:• LONG FILLER ROD SIDE OF OPENINGS A7 l x __ BY JOINT WIDTH t 1/0' OPENINGS LESS THAN 3'-0" ---- ' - AT 2 0 x 0'-6' J-BOLTS _ - ,/2' 0 - • ON CENTER x 7'-0' STOP REINFORCING _ _ -- _ _ -- - \EXTERIOR FACE U.O.N. - SEE ELEVATION FON REINFORCEING 2'-0" BEY(040 OPENING 3/4" TYPICAL 1" CLEAR BACK UP ROD DIA. TO BE NOTE: RUN ANGLE FULL HEIGHT AT ALL OVERHEAD DOORS. BENT PLATE 5" X 1/2' X 3/1' TYP o WHERE 2'-0" EXTENSION IS f'r— NO7 P11S5181F PROVIDE S;Rij�d, EXTERIOR FACE U.ON. 1 1/2 TIMES JOINT WIDTH. V-0' LONG W/ 2 - 1/2- DIA 4IQU }! 90' HOOK x 0'-6" EXTERIOR FACE U.O.N. a 3/4" CHAMFER AT ALL __ PANEL EDGE ANGLE BETWEEN PANEL JOINTSDEFORMED X V-6' NELSON an t l \ ADDITIONAL NOTES AT DETAIL CAULK JOINT BARS OVER EXTRA a S- EXPOSED PANEL EDGES / 4 I ADDITIONAL NOTES AT DETAIL BAR X 4'-0' VERTICAL (2)- /S AT TOP AND BOTTOM � 1 OF ALL OPENINGS. EXTEND ADDITIONAL. NOTES AT DETAIL S- S-5 ! 4 2'-0" BEYt)rMO SIDES OF OPNG. ®NOT POSSIBLE PROVIDE 's 2 PANEL CORNER CONNECTION 3 TYPICAL PANEL JOINT 4 PANEL EDGE DETAILS 5 EXTRA R I F 90• HOOK x o'-s' --� E N AT BEAM LINE 6 MITERED PANEL CONN. � 3 Ll �'\ — S:FpN-O3 I 1 2 � 1'-0 _ C _ 55--5 1 1 2 � t _Q FS- S.FDN-02 1 1 2 I -0" - \ S Y FINISH FLOOR N.T.S. S:FDN-04 1 1 2 1 -0 - - - -- - TYPING 7-1 1 I - TYPICAL PANEL REINFORCEMENT �- TYPICAL PANEL REINFOPCEMENT 1 TYPICAL PANEL REINFORCEMENT 1 .n r ad ---— SEE DETAIL 5 SEE DETAIL S-5 SEE DETAIL i �f!► "F- TYPICAL " �R^ 1 TYPICAL TILT UP PANEL -_- -- __ _ _ - - _ _.._ ___... _ - -_- .-- _ -_ --_ -_ _ --- -_-_-__ _ Von � ----- ----- -- 1 -0 — .. -- - - - - -- -- - TI 3 TIES( AT 8' O.C. TO ` TYPICAL PANEL REINFORCEMENT 2'--0" ABOVE AND BELOW - } SEE Df.TAIL 5-5 OPENING, BALANCE AT 24' O C. / 3 TIES AT 8" O.C. TO / 3 TIES(— AT 8' O.C. TO 2'-O' ABOVE AND BELOW f 2'-0' ABOVE AND BELOW (3)-/5 VERTICAL. 9ARS EA. - OPENING, BALANCE AT 24' O.C. OPENING, BALANCE AT 24" O.C. 4 FACE, FULL HGT. - (3)-//S VERTICAL BARS EA. (3)-/5 VERTICAL BARS EA. tl� �~ FACE, FULL HGT FACE, FULL HGT �'�.•�-` 3 TIES AT 8' O.C. TO 2'-0' ABOVE AND BELOW ` OPENING, BALANCE AT 24" O C y :Y (2)- /5 BARS TOP h BOTTOM. arl (2)- I/'� BARS TOP do BOTTOM. (4)-#5 VERTICAL BARS EA. OF OPENING TYP. IF OP':NING TYP / —(2)- /5 GARS TOP 4e BOTTOM FACE, FOIL HGT. OF OPENING TYP. �t .'+ FINISHED FL (2)- N4 BARS AROUND PERIMETER TYP. ( N4 BARS AROUND FINI�3idED FLOOR.--. (—FINISHED FLOOR �- ►M /- PERIMETER TYP. (2)'• E4 RARS AROUND (2)- 05 BARS TOP h BOTTOM --- -- - - OF -- - PERIMETER TYP ----- ---- - ' OF OPENING TYP -- -- - - < _ - -- _ - - ------ -- -_ - - - -- - ---- (2)-I�p5 BARS AROUNp NQTE. NOTE. vi S DIFFERENT OPENING �, " 1 •^' � 70R FRONT OFFSET DIFFERENT OPENING I CONFIGURATION AT CONFIGURATION AT ".r+ 2- SIM, SEF ARCH'L SIM , SEE ARCH'L ELEVATIONS .' ., FINISHED FLOOR (2)- X14 BARS AROUND g PANEL ELEVATION k 5 1 2" THICK 5 PANEL ELEVATION 7c\ 5 1 2" THICK '10" PANEL ELEVATELEVATIONS ON SQ 5 1 " RRR r � PERIMETER TYP. - — ` BLDG A N.TS. ��_ /2 THICK ',`;, -- ---- - ------- - ----------- -- ---- - BLDG A " 'S r— BLDG A �- N T.S R•`•` ' IRDS �•;� TYPICAL PANEL REINFORCEMENT BLDG 8, SIM, TYPICAL PANEL REINFORCEMENTEs- SEE DETAIL I TYPICAL PANEL REINFORCEMENT St J TYPICAL PANEL REINFORCEMENT 1 SEF DETAIL g ti S'-� SEE DETAIL SEE DETAIL g_ (3)-• /5 FULL LENGTH - + LAPPED OVER A706 BARS PER DETAIL -- -T PANEL ELEVATIONLA 5 1 2" THICK 7.1 T1 I BLDG A _ - N.P.S. TYPICAL PANEL REINFORCEMENT N 3 TIES AT 8" O.C. TO SEE DETAIL S-5 / J TIFS[�AT 24' 0C -+ " >w _ (6)-/5 VERTICAL BARS EA. - ` OPENING, BALANCE. AT 24" O.C. _ 0 - 2'-0' ABOVE AND BELOW M 3 TIES - I AT 8" FACE. FULL HGT IN 4'-6' i 3 TIES=AT 8" 0 C TO O.C. T 0" ABOVE �r CAGE B� - `• 2'-0' ABOVE AND BELOW FACED FUER ICAL BARS EA AND W OPE{IID. I- � BALANCE AT 24 O.C. OPENING, BALANCE AT 24' 0 C f'i i r/ 3 TIES AT AT 8" 0 C. TO (5)-05 IIERTIC. AR y 41, i 2'-0" ABOVE AND BELOW OPENING. BALANCE AT 24" O.C. EA. CE. FULL HGT. ` i.• *—(5)--#!> VERTICAL BARS EA. (5)-I/5 VERTICAL BARS EA. FACE, FULL NGT — FACE, FULL HGT. # 3 TIES G�AT 8' O.0 TO— t ^� 2'-0' ABOVE AND BELOW _ " OPENING, BALANCE AT 24" O.C. (2)- �5 BARS TOP do BOTTOM. (2)- #5 BARS TOP do BOTTOM. ' —(2)- A'i BARS TOP do BOTTOM. OF OPENING TYP. OF OPENING TYP OF OPENING TYP. _ \ / .h J, (3)-/5 VERTICAL BARS EA. y 4 FACE. FULL HGT. � �• �" FINISHED FLOOR Y (2)- /4 BARS AROUND FINoSHED FLOOR FINISHED FLOOR , �•_ `'�, _-' (2)- �t BARS AROUND PERIMETER TYP. � PERIMETER TYP. --.--- --------. ------- - - /' 1 � (2)-- 05 BARS TOP dBOTTOM. - - ---- . ------ ---- -- --- --- -- - ---- - ------- - I� OF OPENING TYP. _ NOTIL NO WINDOW AT SIM '12- PANEL ELEVATION 5 1 2" THICK 13 PANEL ELEVATION F� 1/2" THICK 14 PANEL ELEVATION Q 5 1 2" THICK N�0�ANDOOR AT 15 PANEL ELEVATION 0 6 1 2" THICK � i BLDG B N.T S. N.T.S. SIM. N.T.S. N.T.S BLDG B BLDG B — BLDG A �-- � FINISHED FLOOR (2)- /4 BARS AROUND - PERIMETER TYP. DIFFERENT OPENING CONFIGURATION AT �1 SIA., SEE ARI:H'L •.�`.`' '�' ELEVATIONS " .�-�,�/-��-��'�-�✓._-.�-�/�-.�•V•v�-."-�-��/'�f..�l�_'�/�./�_�/`-\/'-�/" �/ ' 11 PANEL ELEVATION 05 1 /2 THICK i N T.S OVERALL OVERALL BLDG BPANEL AN L HICKNESS THICKNESS _ Y I 24'-0' 8'-O" *7.. ►��pp��., - APPROXIMATE EXIST. i11SIK WIVICTI M rtlar 017 SLOPE AT WORST LOCATION I ,J AMSMUM C"toQl?S AT tiT _. r 1 io T U.S.O. / '•" "''' -' f PIIO'►atl[ S141P9c7M l n208' 1E1/510N il[ I `, \\ 10 371 STA-PIlRi111S •- SPACE A7 T'-O. O.0 fi x'41. ; 1--_ blQTF *EP STIRRUPS CLR. I' - •' REVEALS ISEE FOUNDATION PLAN FOR FOOTING DEPTH AND STEP 3�4" J LOCATIONS SEE DETAIL 2/S-4 FOR la1 -;J I FURTHER INFORMATION > >f•� }' ' "-PUNLM PER PUN +� -- - ' --- 2 / ,N" J„ �� ,T.. �,� !• � -' :j 2'-0' OF GRANULAR BACKFILL �F ' �` , ►IA11aE1+ i! �' ,7i >M Wf FOOTING EILT<RR FABRIC �x � �•! P.T. t x f umm MTM 9'.CIA UR/u� EROW A0010113 M/1•yf/ o ' e ' j A.ii~ 71 AT x o.c 'x MTM lrlPsol7 tn2aMl' SEE SCHEDULE FOR Q (x TIT-UP CONCRETE MAIL '� FOOTING SIZE AND ' 1 DESIRED 2 TO 1 SLOPE REINFORCEING � Q .r ,•.;i! STIRRUPS PER ELEV.V. .�x ,II UO 1 SUB—PULIN AT WALL oAt,< PURLINW 3/4 w 1 -0 3 3 - , Y SCALE PROD. NQ i _ --- _ AS NOIM 90073 j AT GIRDER CAGE ` TYPICAL CONFIC. - _- -__-- I � ...... 1 Lw:;s*I Ct1EQcp 17 PANEL REBAR CLEARANCES � 8 J _ REVEAL 112' ` -0 - BLDGAFDN 3/16 1'-0 JCS JIB r SHEET NO --FANNO CREEK t+ %i KQ/PLOT DATES: 4/20 6 23.8 JCS 521�e16 1 �im .27 .iS5 C + . AC 7 7 1 or Bit) SIE r' / �{E0rSFI) PF kMJ T rymull— sir • r �,.._.x r, - II' �II 'ill II!Ililllll!III IIIIIIIIlIIIIii Ililllllllili!I�IUIIIIIIIIIIII r`f�ll � 2 r730X • .� II�IIIIIIIIIIIIII�II,IIt II IIIIIII�IIIIIIIIIIiill�lllllllllllllllilllllll UII I "�'�� II IIIIIIII IIIIIII�IIIIIlI 111111IIIlI!!II II111111111111! Ill!lllllllifll !lIIIIIIII IIII,II 1 Eli , It1111tl11111111111 uul 11 ILII! I ndlllllu'dnjlulllunlllllllNl� Imh1111md1It1�INIIitNh n All,IFI i I u In1h I lu,h 1 lndl I 1 NII I Iflllllll mlh I lulu I nuh 1 I1nh uldl!!1 IQIb 1 aub II IF11bIFI 1 1 Ir lh n ItuhiiftnnLr 11n1+S • Y n4' Y,.r s, k^%Y••• � i�J -t"� .,'�r,•.Ya. ",'. 'AQ` •. •.3 - ��r\;. Y r -. .t. y r - ti +i, r �t, � J�.�1 .,}'- .t 7. `!. , :I! 27 I J.I ,}'f Y i- - • •. r .r rM• •'r •4 1. •r `P t u H J 1 a v v { a 1 1 ..' �" sY 1 4AW 44 v Y a J• 'Y rx t k P x• r w k 1 1 t •, 1. .� w •. "� r ? t • I 4 P i r• r , P' '�'(�'�,, •i 'J� - .r n, .r •: , L,• •fid y' If �• 1 'r, .•7: � 'a• _ .A, - - � ,y' N•�.7<k•}rt„ �n� l S, �;. J Ak '14 • .. HALF ,.. d - ,. , �•. f ,\{ rte_ - J • r STREET IMPROVEMENTS FOR: CREEKVIEW 15850 SW 74th AVENUE WCTM 2S112DC, TAX LOT 01400 i� , 60510 .7 Yates ,.` Owner: PACIFIC REALTY VENTURES, INC. . 17700 SW UPPER BOONES FERRY RD., SUITE 100 fl r l Portland, Oregon 97224 �. Phone: (503) 170-5424 4d ,} Fax: (503) 670-9400 NEW AC PAVING O CLASS 'C' ` y^ I Contact: DANIEL G. 14ALONEY 2" AC u r OVER 2. OF CLASS 'B' AC , PAVE BOTH LIFTS THE SAME DAY CURB AND GUTTER Z z VV t r OVER 3. OF 3/4--0- LEVELING COURSE SEE CITY DETAIL E n g i n e e r.• OVER 12" OF 2"-0" CRUSHED ROCK Rudy LAJ = y 1;1.0't 10.0'± 7.51 5.5' 2.5•± I- VLMK Engineers 1EXIST — - _ 141 / Z 'S'••,,I SAWCUT EXIS� AC 1.9' FROM EDGE � ' 3933 Southwest Kelly Avenue •,.--'- , EXIST GRADE d o N Portland, Oregon 97201 4 :r Phone: (503) 222-4453 EXIST WATER-r.NEW_ S" RCP STS— ,- o10— z a Fax: 503) 248-9263J PROJECT #� Contact: JOHN T. BROOKSSITE :* EXIST 10" SAN,, Surveyor. TYPICAL CROSS SECTION DURHAM '?D r N � G & L LAND SURVEYING, INC. 8112 S.W. NIMBUS AVE. Q� , Q Beaverton, Oregon 97008 Fhone: (503) 64.1-0308 Fax: 671-0877 Contact: CCNr GEOTEGH : 3 z CARLSON TESTING, INC. Vicinity Ma ' P.O. BOX 23814 ; • Tigard, Ore on 97281 Phone: (565 684-3460SIJE -� GRADIN G � QIES SITEUA M Fax: (503) 684-0954 __ CL Contact: RONALD J DERRICK, P,E. ___��_-_ - EXISTING CONTOUR LINE � a� CATCH BASIN NEW CONTOUR UNE OO 0 MANHOLE UTILITY POLEa e Architect : EXISTING SPOT ELEVATION 0, V% FIRE HYDRANT p ® METER SCHEDULE OF DRAWINGS NEW SPOT ELF,VAPON Otten & Asseciotes PROVIDE STAKE. SEE SPECS. ® UTILITY VAULT C-1 COVER SHEET z W -- —�- 'SAN -- NEW SANITARY Q TRANSFORMER AND PAD C-2 HALF STREET IMPROVEMENT - PLAN t PROFILE C-3 HALF STREET IMPROVEMENT - PLAN At PROFILE 11855 Southwest Ridgecreest Drive — - — /'SAN -- EXISTING SANITARY �." ! LIGHT POLE C-4 DETAILS Portland, Oregon 97209 - --fSTSi EXISTING S <A?OFIM SEVER WALL MOUNTED LIGHT C-5 EROSION CONTROL PLAN , ^ j 'K nRF. DEPARTMENT CONNECTION �►/) �j (503) 644-5066 — Phone: NEIM ELECTRICAL 04 VALVE X� �► E-- DUSTING ELECTRICAL Fox: (503) 641-3092 NEWwATLnr EL ELEVATION ry 3% W-- Ettl!NG WATER B.M. BENCH MARK NOTES• Contact: Janet Otten DW- DOW!,TIC (MATER T.O.C. TOP OF CURB O.C. BOTTOM of CURB ALL WORK TO CONFORM TO CITY OF TIGARD ENGINEERING DEPARTMENT PUBLIC < ,>t FW- FIRE WAY" INVERT ELEVATION IMPROVEMENT DESIGN STANDARDS _IE C;1 C.O. CLEAN OUT 2. PROVIDE MMUM M 24 HOUR NOTICE FOR ALL REQUIRED INSPECTIONS. + ^` L" MH MAN HW 3. DO NOT COVER UNTIL ALL REQUIRED INSPECTIONS ARE COMPLETE. F� CB CATCH BASIN 29 _ 9700 • •f iI,1 "��, r t I �A1M) fit I'pq 411� ,.` fi r c .Y � Y'. . . ,: , •fir . ;a ., � ,- + * y ' r J tr }t f 1 t+ T 16"e IM v.. .. ... ........ ....n•�1•• dy - r _ .:' .. ".yr . {� .i,-, PLM23 Of 37 N-0 �e s • •.Y y�.,, ..,...:A: -,v ...,Li- ..-_—.._.. �`. gyp•.-r.IWC.-.- w•. 1. F"t, , er. -. .I\' � .. .. •+••._- . �r..w .d �. '� - _ \• .. _. 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"'.7"..+• ' ' - 145. � ATC RUNE t ' AT E !GRAI>E ELATE � .�._ . _ __ , .. __ .. i ;__. �P -r . ;. s•- __'(pt _ ,. .: ._ ,_ _ _ _ �.. ," -'- 1 ;_ -•--_ - _ :...,.. __ - i U ' W I � 1 ' 1.-• ..-,._ _... ...r -4._ , , l _ 1 a"_; 1� w•��•��_-..�. 1 � . , � S r , . , V] , 140 1 - ..-_» --�_- +•._++rt_ r .+�r�1...1...�._t,. w-.-_ «i+., - _ r-.a_.i. ...'.-w_ . ...r. i � I 1 4i' IffIf —140 40 J 1020 Q 135'— _ _ - - _ �__... T._:'_ _ .�.. .. �- _• - ....;_ .. -j--:--r -t_.�_ .�. . +,. _______L.r. ,. .._ __ .__.;... .� ,_{__�.�.:_._ . _... - - _ _ _ _ 4- 7= .aa s o,t { v ' t1 STIMti MiATER•_�- _ *--rs•-t•«_r, �.f*_«.«.«_ _«_ -}-•-. ^^-r-�_ -}.........r--- _ _a_ _ - •_}-, ' - --- _�-^---^ -_• - --+ - -�- -we- - �• -- - _-• _. X135 _}•_}_ -«- • - _+_.-+- --••+---. _�_ �•._r�_r•_I•_ fir_ .y_T� -r-�'- -•-•_ _ _+_•_�_•_•_ _._ _1_ .- • _�_ -.-�.. -__- r - +-� __--- • = EXIS ^WATER -rte -f- _t-r_' -.fr rb-•. _, ~ ii « • - _r ..-� - .--• t.-•�'. ,. .., ....$ _ ..--� ... - _ . . -_ �: 1 _ _.-.... 77 -!__ - -r-. _.- __..�--', -r�I'_�T. __r - �Gr_-. -- =."_}' .i- -._ - - _- __- !.�_A' - -r- -l�.t•e*sf.a}- s.k_r_�a•-fir+ LMy� a� , gnvlo cm 130 •-.—�.•+-� - �-.�-- �...-.._ - ++- .... .�.,. _ _._ .�..:_ ..�_... .._._.... ^-Ir- -t__. �_ __ _.. _ Y -•�, 1 . .4 : .. -4 _ +_ .r . 1 - 4. - �•^. ..,..-,! ._. - ` 1 r`Y_r...•.�....y 1 .. .....� ' _ _""-"' j ! —130 .. ' 1 1 1 1 1 r l �• � f1_' '�'-� � { � 1 � ,/- ••t-_. ' -__, _.,."T_�'_.►'__ _• .�. , ., -.. --. . .. -�. _ _... , 1 I r _..i. _...J�., _- -.-.._"-T-__.- _ y _ _.. __n.- w _ i -f �- .1 __, _ .._ --•-. ,_ _ . _ _.y _L,__?._.. .. • .. .w_ _. r r._ ._1 •-� _� _._ ._._.._._.I.._ 1 t , I t. ' ; 1 ! � i ..�.. .l r..} a { -, 1 l ' -(• 'tf '1 1 - I -! _. i ' 1 I ly _ t `�. ..__ ...�-4— .. 1-1- -4 tff f iT .i I 1. 1 1 ' ' .. 111 1, . , • r { ` I 1" j �'• I T i• � i 1 1 -, •� 1 , I �.. � c 1 } r- . . # ' H ,. ., L.._'.. . _. I 0 A 125 125 ' . — el $ $ o $ $ PROFILE E)%Q� HORIZONTAL: 1 20 --� VERTICAL: 1. 5' ,\ w 1 CONSTRUCT STANDARD COMMERCIAL DRIVEWAY. SEE DETAIL SHEET 2 CONSTRUCT TYPE CG-1 CUTTER INLET 3 VERTICAL ALIGNMENT IS BASED ON WASHINGTON C'OUNT'Y DEPT. OF PUBLIC WORKS BENCHMARK NO. 178, EL. 1'79.155 NGVD '29, DESCRIBED AS A BRASS DISC IN A MONUMENT BOX AT THE n INTERSECTION OF S.W. DURHAM ROAD, S.W. 65TH. AND S.W. HALL BLVD. 0 W .1 O4 UPGRADE EXISTING 12 CROSS CULVERT TO 24' RCP , REMOVE AND REPLACE PAVEMENT AS REOUIRED. MATCH NEW SECTION 10 h 0 INSTALL NEW STREET LIGHT ON EXISTING POWER K-E. COORDINATE IMT1H PORTLAND GENERAL ELECTRIC. CONTACT BWAN MOORE AT 370'-4406 VERIFY EXISTING 'NATER UNE LOCATION AND DEFLECT BELOW NEW STS AS REQUIIQED C < FH —•- GATE VALVE Sw +9% N w ~F r 00 41 LJ J ` �-YyvA._w f LLJ SAWCUT EXIST r h� • ;.�� -AC 1.0' FROM EDGE 3+00 �' • Y i {+ TUJO v✓ J! 10' C14 MRCP 515 ""I!' ii r„t1 41 vti t 4+00 GATE I { q + GATE 11 L i!' ITN 'I' I '1 N _ ,F-� O - - 0 �� a 6+00 \-18” CIG RSP STS, 0040 r r�- _ '�� - -- - -r,r,E��►- - ---- -- -- ---rte"_ _.. — ,� -- -----, 1'` �� '�� , ' � - SEI - - -- -- --- '---- fir' PLAN i f w v � - OAX f h•7 . I I II PD'. V. DRAM ,. j DL J9 -'•, �. �.rr. Mal or LL 101 37 .. . . 4`R1JSVl4aw , "G:'_ .Wd1' ,T:�. .1:. 1 . : n✓ � .. ,',r., rra'•' !."�? •' •W. 1N 0� 1 1 b will 11111111111l 14 I �� • :� (IIIIII�IIIII��. �� Lll�l�� .�� •I ' ' �mlll30x , x>tl I Ilei n l t allf�nlNilfbmAn" nie�►nl • [ 1P111 111MIIlIfiII11�1111t111NId�MI111111�III111I11�01�I1N�I111111111tlI�1 Itl�11111QIN�fi1111tII�I1dIIIluIIlN lt111'I�ITi111II,,Uf111IIlulNlllll�l i• -�._... -+•Mwwn+llM�c'.1•MfV/•.vww 4.r +ru�+.h x o♦tjl+.w. .-.._�..ir.. K........r.�..il.'e...... .u.w.N.q►«...»n �• 4 ,.o_.._......wwrr�a I�'•r ,. V r�I; y�1r ,. 'Y '+- ' i, '+' x• ,v •'4• :.� --i. �.' ':4' a. - Y�.,,, t .. .. 1 "; iMIR �: •,r4 - ,.. i', ..t.. p .. ,w�. f + i.1 Z. 'd1' 'I ^! •Y ti 'Y i�, - 'C!• , a R f r ,{y •p PL., a, f 'W '1 'IF ''Y! '!. 1• 1 •L1 '1 1. r * 4'•� •a s z 1f _ V .,s~ ♦� 'fA '} + iM .. 1 Ply ,/ ,y, d^ +.� lid''. w .,..,.. I a "Y .r r a 1l^ •.L � ', y��j�.: 1 ' _.1, � !'�_ ... ' ,, .. ., r • , .., Y •'fir •��•, pp �+ r .• r ». . ,I•a.+iv. a >e. hry YI •� 40 R CI �v ZC{ WZO � C.Ir+ .V • i 01 4j�ob n~ S + N sgx t r 7 150 — r. ___ _�._ ._ ...,_ �_ _._.,.._ ; -- -- ,-'-- ---,-__._ _--._ --,-__ .� —150' 145 r-- __ , .._._�._�..Y...�.. __�� - �--- - -� - - �---- —145 uj 140 ---- - - -- - --- - -- _....,�- 4.___ —140' w t I , W __.---a - , 178 .10.;Cx6E�tPi � __ ---- -�___•_ — -..a.-. I -- - I ' 135 ----- - -- - _."- .. 1 -�' .--.I- —135 �::® • EX15,INrC. , CONS• _c -�----' 1+ 130 ' _130 _ 1 ul —KEYNOTES: CONSTRUCT STANDARD COMMERCIAL ORIVEWAY, SEE DETAIL SHEET 25 25 2CONSTRUCT TYPE CG-1 GUTTER INLET VERTICAL (IUGNMENT IS BASED ON WASHINGTON COUNTY DEPT. 0 OF PUBLIC WORKS BENCHMARK NO. 178, EL 179.155 NGV17 29• , Q Q DESCRIBED AS A BRASS DISC IN A MONUMENT BOX AT THE +• V V O INTER`iECTKM OF S.W. DURHAM ROAD, S.W. 85TH. AND S.W. HALL BLVD. + + + �4 UPGRADE EXISTING 12' CROSS CULVERT TO 24' RCF r OD REMOVE AND REPLACE PAVEMENT AS REQUIRED. MATCH NEW SECTION 1 r y, •�,.,� 0 INSTALL NEW STREET LIGHT GN EXISTING POWER POLE. COORDINATE WITH PORTLAND GENERAL ELECTRIC. CONTACT BRIAN MOORE AT 570-4406 VERIFY EXISTING WATER LINE LOCATION AND DEFLECT BELOW NEW STS AS REQUIRED PROFILE HORIZONTAL 1 s 20 G CONNECT EXISTING CULVERT TO NEW MANHOLE VERTICAL. 1' � 5' •,, � •„ Z r rr • W �� q Ca Z= 0,0 { S _ N pn dOV>n� Z,Qyv12 ♦�1l1, ZZ c< • y� U C.I._— ` pap yJ T j Z C� 00 + ��a N <Q 0 snnY�r�• r , CJ.- 41WtJ Y� �ralW ~WVTJ �� Cr) r I LLJ ti f L,+J ^ -• r LLJ now db ftr 1 dl{ 1 13T S fir, r hI'r II ';I rl h I i r — GATE I 1 'I'. I 11 ,1 � I('' i li ', II:I ri�l! ,;,�j �J,rl I Ili,l i.�i 1 III I�r i.. 1 � r. I I '.il 1+�"� I Ir •I. .') I I'. Ir ,�, I,'I I ' 111 VALVE f.I 11 �:. i' I III'-�.' i i 11' .1 I I I r I.1 I .I L I� � GATE-•� � I' 1�1 III. I c �! , I'h. f IIS. 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I�YC t a •ti, ,�• •t,.({Q�. r `?G r .. � a• L '� i + ih .. i ! 'Y.� .. • �a•• ,fir I . t r •Y:� / `I • I 30'-0" MAX., 10'-0" MIN. • (SEE TABLES) 3. PVC 6411 !ASTM S03L 1.0 3151 EASTING DRIVEWAY DRIVE INTO tENFER OF` RUSK* A SLEEVE AFTER SLEEVE IS PLACE01 I � VARIES WIDTH VARIES MATCH GRADE 4 STRAPTAIN[R PVC �iA .E (TEE) (SEE TABLES) _• IN MOt.E. RI06E� VARIES ,N 1 MATCH WIDTH11 R�ER GASKET ^ A �' R/W LINE 2. STAINt.ESS sTEEt. DAM 1rJ11S' SERIES 3001 VEXPANSION 6" X S" 1 •nr. r,�• OL fAW*AT w"'-� SECTION A-A ® uG/IES 1�R HALF OF 11L1�R savE TO THE JOINTS- � 10 GA. MESH Pvc NIS• Ilr sem- ip CONTRACTION SIDEW. tLK JOINTS A...1 • CURB JOIN5 B d f. COMPLETE Ru00ER lLEEVE (ASTM C-tAS1 !!�� CUR I � ,. • �J INCLWLS A 61 XM0 1901 THAT HOLDS I A FACE (x CURB IT IN PLACE. r S•'-0' taiN. $'-•f)' MIN. 15'--0• MAX'. 15'--0" MAX. 4'-6" '1 6- DRIVEWAY SECTION - 1t v , • ALAN �fRO . • •��u1 3 [ USE EXISTING EXPANSION JOINT J i+ fppp�p �w■II�M SEVER PIPE STAIN533 STEEL. JOORI SAWCUI AND PLACE COLD 1-1/2- EXPOSURE I � ,r-x STRAP ollcooR .� :. ENATION µ' ,,, ,,' � _B--B to GA. MESH a y Y,nG' ■ PVC SAODLE SMALL K ASTRI 3M 'IOM �6 CONCRETE PIPE _ t-t�`2• ABOVE BASE to '� SidA1.L � ASTM Dtilk WITH CELL C''�A►SS OF 1211511-//C Olt 12301-C STREET M • ALL ELASTO CRTC SEALS [R NMR s_AWETS) SMALL K ASTM FAii -•-•— ■ STAIWLE3'S !TELL � SHALL SE 300 WRIRS. FULL 9/16" VIOLA RAUO, �2' OF COMPACTED 3/4"-0- AGGREGATE ,>+ �'4',w • " "— F' ` �. , `. - WIG• SHOULDERED HEX WII OLD"= SCREII AND IS CADMIUM 'I.ATZO• SECTION A--A cAlsoll sT®LL. ,NATES 6»M 81111�Mr J-2 1. CONCRETE SHALL BE COMMERCIAL MIX. SECTION 0-�I NOTE1 AI.L. INSERTA-TEE °�l.'ES SMALL N M C14INE DRILUIT. 2. CURB JOINT SFIALL BE A TROWELED JOINT NTH A MINIMUM 1/2" RADIUS �� ■ INlgTIOi: HOLE SILALL � CORE DRILLED. MOTES. UK &I ON ATE 13R OUCTILE IMP PIPE ALONG BACK OF CURB. w qwL3. EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED AW O 'M alrltT' *RE 0111W w GW � fTLL>d, pl �m STATE MATERIAL OR EQUAL. EXTENDING FROM SUBGRADE TO FINISH GRADE. fIrIT1iML T6lIISIMlfIt i� A[If/®RO!>p11 fwl♦a. t IOI[[�1 /On lTATt _ MilMT AI/l�eCat101o. ' Wli1Md C0VMF R�IAL DRI`,iEA' Y CURD & GUTTER CATCH __._ . 1 I NSERTA-TEEUfA .• PV_ W . BASIN FRAME & GRATEUfA ► �• _ RIVUWA c Aa+MVEQ BY DII BY •,,.• - - trw NL r (CG_ l � r� NO. Iftle _.._—. _- CITY 01 TI G A R D wASH CO.� co111t�Fow _ anal s , amp-�SolICAIE O-9 011AwftIG 110. a11WU� I�0•-SA OREGON N.T.s. -a-9a NIL!aalt7•�1��t■1M Ir/l �.• •� �_ I:Ixraas�cow111lpllt r� 1 M&M la 3 ON p� IWCnMV P A0■ wM1 ! * !' &c. PLAN AN ■ .r �AR1h !!tnTdo ( q •� _l.�.__ ._ AA m11r t s 1 I A !!' 1/1. low S a '• ♦ �f1alA ?r111 } � •� • � r • Y >� ORAvlflo KIl If0-!T '••; '•• 1 tAZ• frlltrla>:R lA1'Q/lf` ./Ir f11INAl f•a Mt RAR1 I '•• •• ',•:. .• .•, ... ' '' ` •• ••' •• . , h •N. t iMl s ` tld4 AS !r'!'i11[Q6 WMfu/� /►11♦ 'r/ Mt�I/{.l • • � FMR NQ 1!0♦Ti 't:- • � TLS!1nvm fII�7 11 d S PRI@P� �►` I'' Nw1TAiv' Ilnfts ° t A�11Q 1IIIT1tl o�Arta all.T AL= � ��• � RII� PLANSIDEWAV�'�' _.r J:a• � i. • � Ll►TRAI - •y • l cum T�0 wr•..o Iry cr 1 = - +' "�+: •. rArLltIIT3>1' HOL aAt#I ` • I TAT1at !from To $it~ NAL. ' �' r ' ` rrT2Mt a1a11f1T. .ILMI• 10 1QMTIn V1TRAll�1 oNMT�Mt D � „ i 1 •� I a1Nft•AR[ ARA I.mThp ttloolsff= VIM law IS 1M[I OF LAINK MIM !! •• ` • ROM 7w •�— 1 $4IMT 1 "MAL LI'IIRTf•r a" AT a aft' LAT1Mf Q 1 s.#"a pits. f+i, Wl•t M ON" a MINIMUM=IIT a1R IL4M1 >R j-' P 40 l tlq. 7 1Ww1� �. qtr �tMAtlM To Fox $TM1lT • .. >DR IDR • ;� 1 a • IZ• t gifts �� tsMoAllIc o p' A • S• t! ;1/�'••/!' 11►9�00[ LLJ /•� ts at *� cum !1t ILO AlIx Alnr'!a .' '�' ®• �A>C>rM #IIEORIr[ v , 0AY MTAIL :'• • til•16. I�M•lM1TAST1 - SIDEWALK AWAY FROM WRE) � 0-0 !.. .� w y • ` �;•.• • ''' l f.r77.-7 • . a N Iwo PSL At« !11 11A1R: R R►,Aa ta>g 1llisrs' aue,RM •} ..�; .;... X110 r •� •. • I . • w '4' ! '• � p � ' ` ••� ` •1' �ais1N I/RAOI II�.T1111LI • • o o • - � +. _.. , i•. • L' �.�' i PIMRLi 1R !R WOMAN 0 AWT IAWL La t .::~•: 1 s"` SECTION A-A r�• • ►* a a•w1�I rorlr� to 1st waaw A►T #fit w ru�aft'r IDwlo11101=01 �"""5 z F r •A♦ 1. o .. '• �►-'.t P102 Itw �.. S6� ION ®-® Z t 1f1AJ4V 9MIS•1R, ilIEi1M RAi/� i AT lAOIII ROE 10 Oa>® CdA HILT, some ...L.a. .,j IIw A A&MM'*19 O W AM PMW AT lie IWK 71111 AA 1� ,.,�,Yyl' 1 I AWN SUIR T! K RlIvitI lIC*!A oat, � vlT" AM C-41@ a� SIMM W >RWL N A tial ACNr wN d,11o1I. I RA111m . '•`''�. !' or vA- alall•Ac`lI em IMTLMIna L am A►1/r� Al• �;IWARI :It •d r CTLLJt fIMM11Y1 CI! ata LLw 4►ItPfI ll� pMtIPW UP" IM STIAMM CAVM MAAsm TO I1! !• 000 T1! N 118TH IV pUM Lllt W 1•!1I!!T a�� IRS � • P•Il! • M.l1F 1r111l At alllKlR! PIR • ` ION 8-® P11[cf►sT aillT[M &f►l,Mf �. Mllol `.rINa10 M !IML ur 1j111M� 1N MOt 4/ l�MAWI r >� U) V !(/i a•"a • 0.as16 HIM MR tualA111T TXtt rt>"» fy "Mlo1w1 v" lNIRMI;"" T• It •• AlffA Pft A4 S am'is t AAM wp A! -JETAIL / �oo o rr Mid �V�� Mt11/��616 161 �' �11R 001:li AS*" Awls NUM 0 11 =I= VIM IMUN A M 11&7 +rap.u..�w.. wrl...�s.� aATlr. •� ��y 2 9a w.s .il.. G T �^ JJ URB NTS _ GUTTER & CURB SANITARY C �• Mftlt �„ , �• .�.,•� A Cl (CG, CG'- 1 _ �!�_ t, arlY am OIL 161111 �_ .••.......•,• ... mt pAt>M �� CATCH BASIN (CG-- 1 ) T . 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Ail= +i " 't. w! ►<' r4:. ! P L • L Y' • +., j . .. r- .• , ... �. _ . r : '• .r. .. . •1�' f '.: 'w r H' f•'r � '4' ' T"CI• •i �7 ,.. .+ •� -, • -• 1 ... • � ./ � ... rA1 i::' r�- � '8� j,,,, -r -f.:. �.•-« al. •.'.^,� t a ,. 'iY.' ;,/�• •fr'' t "W luY ryy a- 1 � ae 1 .. 1 7 r S r~ y L Y. t - r �w z �y1 , a Y 1 t qy q.• Fi• 1 � lY r 1+ u r c b• �y S 4 i r i' - .>Q.. rr• 1 �y A� k t , L. , .. Y ' ,•l, r �. .. � !► ". ✓ ,' ''�, r. �r'*;'' .k qY� T"h'J;:'•'' '.111-i1j, • . 1 1 q ;. .y1 tit Lk�. \. a .fYIto f ' 1 t'''1 1 1.11•. 1 ' ' a.,-•'a•Lti• 1, .. Y A EROSION CONTROL PLAN — STANDARD NOTES ERO'-HOTS STANDARD NOTES FOR SEDIMENT FENCES: RECOMMENDED STANDARD NOTES FOR EROSION CONTROL PLANS I THE FILFFR FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT AkW BOTH DW OF FILTER FAWC 1 (FROM TECHNICAL GLIDANCE HANDBOOK, REVISED FEB. 1994) TO THE LENGTH OF THE BARRIER TO AVOID uSE OF jGINTS. WNF-N / MJM TO ANUM SOIL IS •rRA014IIIED� A. ALL WORK UNDER THIS PERMIT JOINTS ARE NF-CESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER WIL- REQUIRE SITE EROSION CONTROL IN ONLY AT A SJPPORT POST, WITH A MINIMUM 6-INCH OVERLAP. AND COMPLIANCE WITH ALL PROVISIONS OF OAR 340-41-455. SITE EROSION BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X r CONTROL PLAN TO BE APPROVED AND CONTROLS IN PLACE PRIOR TO POSTS AND ATTACH AS SHCWN ON DETAIL. CONSTRUCTION. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE B. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOESa •i CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL 8E SPACED A NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE �N 1 DESIGN (E.G., SIZE AND LOCATION OF ROADS. PIPES, RESTRICTORS, MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MT�M)CIQD Y w Y ro,tts ,T MINIMUM OF 1Q INCHES. Alb ATTACH I CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) �• 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL 01- S 10P VIEW � C. THE IMPLEMENTATION OF THESE ESC PLANS AND THE ^ONSTRUCTION, INCHES. ALL. ExCAVATE.D MATERIAL FROM FILTER FABRIC FENCE •"�'�-' p MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE 700 tAW4 MATERIAL Z FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR ENTIRE DISTURBED AREA. UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND h VEGETATIONAANDSCAPING IS ESTABLISHED. 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2" X 2' POST INSTALLATION. 4u a ,.; ��PR1lT t O. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN ,HALL STITCHED LOOPS SHALL BE INSTALLED ON THE UP MILL SIDE OF THE ap < v`r > +}t t BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING SLOpcp AREA. I Y " b' y �� G�►lf {i THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE N - _ ;y+PAR. `I� ��r♦�• 7 FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING 5. FILTER FABRIC FENCES SHALL BE REMOVED WEN THEY HAVE SERVED SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN DURATION OF CON$1RUCP.ON. PERMANENTLY PROTECTED AND STABILIZED. •,Ir jqp "7 E. THE ESC FACILITIES SHOWN ONTHIS PLAN FAUST BE CONSTRUCTED IN <o � V4<` `,61 6. FILTER FABRIC FENCES SHALL 8E INSPECTED BY ,__ __ _ _ _ _____ _ _ t4 ' CONJUNCTION WITH ALI CLEARING ANO GRADING ACTIVI'PIES• AND IN SHALL BE IMMEDIATELY.IMMEDIATELY AFTER EACH RAINFALL AND AT SUCH A MAI4NER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS \1 6' MAXIMUM SPACING a WATER DO NOT ENTER THE DRAINAGE. SYSTEM, ROADWAYS, OR VIOLATE .. �,��•� APPLICABLE WATER STANDARDS. F. THE ESC FACILITIES MOWN ON TkI5 PLAN ARE THE MINIMUM FRONT VIEW REQUIREMENTS FOP, ANTICIPATED SITE CONDITIONS. DURING THE �R, Z., ARES CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL 13E UPGRADED AS f ' NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT ��,�A�STEEL a AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE EQUAL nwm FILM r` G. THE Esc FAclurres SHALL BE INSPECTED DAR Y 9Y THE t APP!_ICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO NSURE RT1TG `SIS THEIR CONTINUED FUNCTIONING. 70 K NSTALin CN U1`mLL TIME 87 O= to" � "1 m H. .H;. ESC FACILITIES ON INACTIVE SITES S,IALL BE INSPECTED AND i1lRMOFF WATERN111 .blT TIDEWKIM CMYXYP" I MAINTAINED A MINIMUM OF ONCE A MONTH OR W1 THIN THE 24 HOURS / r �� e�� N � yy FOLLOWING A STORM EVENT. 18, MIN,. GRAVEL (I MIN. DEPTH) MATERIAL•- I. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE: ALLOWED TO aY amIA� Or ACCUMULATE WITHIN A TRAPPED CATG•1 BASIN. ALL CATCH BASINS AND o.e " �•e� eqj N ry f- 1� ' a' CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT 11USH SEDIMENT-LADEN � L��'• \�� d WATER INTO THE DOWNSTREAM SYSTEM. �' 4 b, J tr �' ` e� 'D "e� OWACP ALL MEATWER FAM\ I Mom J. STABILIZED CONSTRUCTION ENTRANCES SHALL. BE INSTALLED AT THE SIDE MIN. �Y ` BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE OURAPON OF \` 1HE PROJECT. ADTIITIONAL MEASURES MAY BE REQUIRED TO INSURE SIT �` I WRE M ON TCL H '111TH �� THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE A7 PROJECT. • `w Tn ? 2 INLET BARRIER 1 SEDIMENT FENCE r` E INLT 1/2 � -0 1 ' - ice`'-•�!/w\'` `\ `\ /''� / � / (l / / ',a t fy _��) - � ..FF 1I40s0rn ! \ ':a9�• � ��`Y�� ''� 3 - + ( �� \ � I �'� rb TT SET i L r ' '-.- ---' --- _.> __ k _ _--- •-- j . �: ; �=' �• y,� �� -� + � _ !�:�:Y% ti L79- I Yl ICY Y ! F fl �1 e R s•.. �` _-- f 139 _ _ I L 46 14C 5B 14G r)F,-, T+� _ ��` � .�- _- _1- Y r `'Y r, ��.r- ' '3q f� i 4.:f, -1•• '/, '("Ej --r F a r ` 1* •.'� �... -- - t c' 'I t o I' j _ '` 3A.0 M -•. .40 ,1 fi `3 I ` 1. .7' --� `_:�- -•--.• 4 J- -�•.�f�=' _•• I / I - + _ _ `" -- �.4 TYF' 39.' T 1 ?t � 40 1� .. IM ' � ��w �� ":�. ERI STN cam.ti 't' :�- _ '+•K 1 13 4 HISTC \ Cl 'I 0 ,. A`•SIDEWALK R!M .:3.2D 1 ` Y _ \ J 1. :' +' O•Qt 75 fills f RIM 1GG Rtf. '�.. '�'•.r..Y -ta,�s+r�. •/�'� ` - �S - ', �.(' S_.�1 r/jIr t - .-__ _ _ \ - L.Lj UJ 116' Ti w 1 `� 'a'- 'I 1 t5 _ _�_� - _;E—_7 �, •..,�,,�- " :� -_ ___ _ _-7 ad_>:r _� L_ ) - (i!!I;t '' ";-- V ° _-I-_..-.--_.`V!if-A,�g: 13 l .�4 � MATCH E (I$TING SIDEWALK 47) uj z W / � •4+00 - - _ > ■\�//■ t ' �`�'w-•••'�idxr -�_ �'` - `- %4 � -i"'�_ -�_r\ �-__ �_ -. - _ ___ '•___ ..•-' __.. _ alp_ __ _-__ __ _ - '� - �..� r�"Y•.• ��-�-.- -_ � , .,,`.L- f 4 w�`+ '•. - ' _ _ _ yy r JRB INLF. ' -Q ,r {� /� ` / '••�� _ 3+00 E MIST SAN MM 1t'AF t 4:ti - - _ --r�"�'. __ '� C r w T l r1 Y t 1` Ll F = a z hlbl 119.Y'.Y 8100 7440 SEXIST s (JMH „)v�f t .-.,.--- -- �.. '' y r� .��'? �_ AIM 140!S __ �....r+-- j NilN IE I..%("I Is n-Y�-r 1,. r,- f L�,r.._„�, .'a - _ __— _. �-. -•- ,M -. fir.s r,i.��: �` --. �'...... M k! �"• .+..c�•. '-" - - M HO-' .,.+.....• :r. . 5 1! 6 MW SHIER ® SFDMMENT /DIC[ V t��777 3 W � ' 6 DMi1N •. • r.• . .. fir. , �. .. .q1; � •,l , . •• • tfi �• �`� , psi , , ' , � -V_ it , 1 - R• •A r r', • Ir ' r.aA, «, :y; r:.., .<'r ,:.�.. .1 _ ,? 4'k• ..�•.^ !• 'u ' loom ""oft wof Ids .+..+.�• ,. • ! II d i{i� 11 i{{�1{IIIIIIIII IIIIIillillll ! III III 11.111IIIIllllll�lllllalmllllllllllilllllllllll�' �""'� II 111111111111111III + f : 1 r � I III 1111111 IIIIII111111111 IIIIIIIIIIIIIII IIIIIIIIIIIIIII ilI)11i11111111 111111111111111 IIIIII!11111111 Illlllllil -� N hl 1 uql Intl I ill JITihndl�n M n�� AtTTI {IIIIIIIMIIIII fi d� 1Ti�l I 'b �{I I I'�I •Y I 1" tU111 Inlil I Inlht 1 IIIIII�{111111 M�11 IIIIIRtilllll 01!011 !111101 mill 1 1!tIINI UIIII I uuhAllmil t IIIIIt u -•..... •..,. _.�..._._ ... ,. _. ,.�. .. •aw�e/r4w.��MMe,ttwt'•. ;:,;,w,,.wY.iYlrw. ., ....,,..._.,. „ta,•-+W.:JI,�.,,n ♦ T�,•t.,..w n.'r4Ya'«•.�µ � .n..,w.,.'...Y...r•..4,.+.+4+.yM.\rY...•'+:v......, � „_ ~ '' �r ... ,.• �f t1l JOB NAME: Creelkview Business Park LOCATION: SW 74w Avenue Tigard, Oregon DATE:7/6/98 ADDENDUM#1 THIS ADDENDUM F JRMS A PART OF THE CONTRACT DOCUMENTS AND ORIGINAL SPECIFICATIONS AND DRAWINGS. PLEASE ACKNOWLEDGE RECEIPT OF THIS 50._0" ADDENDUM WITH BID SUBMITTAL TO OWNER. FAILURE TO DO SO MAY RESULT IN -- DISQUALIFICATION OF THE BIDDER. 230-0" Zs•,o. Nate: Addendum#1 is comprised of 3 items. Bidders shall verify completeness and notify/sub- t bidders of contents. - Y.O. G. AA 2 T.O.- P J. .0. • " Ofawi�+gs: 1 ------ ----- -------- -------- V 1. Sheet S-1 ,. ----- -- ----- ----- ---------il. ---- - _ _ r r a) Detaill9/S-5 0' ' POUR STRIP AS 2. Sheet S-5 REQUIRED >f r ' a) Foodng depth west side of building A ; 3. Civil Drawings (Half Street Improvements)for TO street a) Sheet C-1 D o. r b) Sheat C-2 ' d) Sheet C-4 .0. Q ; r �_ C. r e) Sheet GS � � , �____. _ 24'-0" V-0' ' APPROMATE ElOST. SLOPE AT WORST LOCATION - ----------- --, c 1 107 �j Q. a , " d i L ___..__--------- �----- -'" SEE Fr1tlNDAiION P►.AaI --- -,'FOR FOOTING DEPTH AND STET: p P�OA9OyE ------------ --- r-� LOCATIONS W _ b .- hKML SEE OETA6. (2/S-4) FOR 4 _ ✓ "_ , FlJiR11IER l•TI 2'-W' 'IFF GRAIiIAM 6ACKFLL / O07ING FAIAVC r SEE SCHEDULE foot FO011 W SCM AND 4w■ddrlJ3nc „////// -- '- DESIRED 2 TO 1 SLOPE REtilff11]Rtr'�IG • ...moi � .. _ .... s 16176,16816 SW 7411h Ave. PLYId-0276.PLMYt-0271 . . . .. . 28 of 37 oo i i - • irru 1! - 3 EC KDGAFON 6 • 1 . 16878,168N SW 74th Ave. . PLN"4276,PLM98-0271 -FANNO CREEK 2901 37 i JOB N/kMIE: CREEKVIEW BUSINESS PARK JOB NAME. CREEKVIEW BUaINEStS PARK LOCATION: S.W. 74'Avenue, Tigard Or .gon DATE:7/10/98 LOCATION: S.W. 74h Avenue, Tigard Oregcn DATE-:7/1i0/98 908 ADDENDUM#2 ADDENDUM#2 GTE TELEPHONE OPERATIONS ............"I CEM 53'-0' NORTHWEST REGION eb+o sw euArriar+ 60-�s ,_6a 1 THIS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS AND ORIGINAL 10. Division 16.8. - ELECTRICAL SERVICE. Bidders shall include an 300amp-277/480 volt, 2P.O.BOX 23416 SPECIFICATIONS AND DRAWINGS. PLEASE ACKNOWLEDGE RECEIPT OF THIS three phase service to each building with house panels and meter bases fcr house circuits. TIGARD. OR 9nei-3416 _ ADDENDUM WITH 810 SUBMITTAL TO OWNER. FAILURE TO DO SO MAY RESULT IN Exterior lighting shall be connec,°ted to the house panel and on a photo cell. June 22, 1998 -6 DISQUALIFICATION OF THE BIDDER. . . . /� a •0• 11. - ING COLOR. Revise color to PPG Blue Green with no / Division '3 D 2 -EXTERIOR GLf1Z ' ----------------- -- reflective coating oras approved. ________ _ _______ ________.___ _______; Note: Addendum#2 is comprised of 19 items. Bidders shall verify completeness and notify sub- Mr.John Brooks --- -- -------------- ----------�`------ --- ------ bidders of contents. _________.._ I Drawings: VLMK Consulting Engineers 12. Sheet G-3. Contractor to provide for the design and installation of a complete electrical service 393 3 SW Kelly Ave. J. General: •T-O.rw1. Successful bidder must submit mechanical, plumbing, fire protection and electrical drawings including the coordination with PGE for the extension of the existing service aiong the 7ePortland, OR 97201-4393 i with any permit required energy code compliance forms or calculations within one week of avenue right-of--way and the placement of the transformer. proposal acceptance. Re: Creekview Industrail Park 13. Sheet G-3. Telephone service: Provide one 4"telephone/data conduits from each building's Spocifications: electrical rooms(two conduits total)to the existing GTE pedestal according the attached letter rf Uczr Mr. Brooks: o instruction from GTE dated June 22, 1998. a 2. Division 1.E. - EXAMINATION OF SITE AND CONTRACT DOCUMENTS. Add the " following to part 1. Contractor shall include any and all costs associated with required 14. Sheet G-3. Communication and Data. Provide Two additional 4"dia. Conduits from each GTE wih require I ea. 4 PVC conduit per buil,4ing, placed frorn your equipment morn to the GTE demolishing, haul-off and legal disposal of demolished materials such as fencing, gates and buildings electrical rooms to the 74"Avenue right-of-way for future data and communication. pedestal nut ibered 20008. This pedestal is on the north properly line between this property and the c M other site obstructions not shown on bid documents. Conduits to be loci-ated in the same trench as the telephone service conduit indicated in item 13 74th Ave. ina.Istrail Park. GTE Northwest will provide telephone facilities for this location, with no ' above. Include locate wires, trenching and backfill per specifications. special construction costs, u compliance with the followin developer requirements. 3. Division I.H.I. -SIGNS. For construction sign as indicated, provide an allowance of Pe Pon P g � q $450.00 15. Sheet G-3. Provide a 4"dia. conduit from building A to B including trenching and backfill per -`-- - specifications. The conduit shall be stubbed into each electrical room for future use. L. Provide I ea.-4" PVC Schedule 40, at minimum depth of-30", a separate conduit for each building. c ' 0 4. Division 1.1.-•TEMPORARY BRACING. Add pant C- Contractor is responsible to provide I Engineering and reinforcing required for the erection of tilt-up concrete wall panels. Bidders 16. Sheet G-3. Keynote#5, '-IF E SERVICE VAULT-Provide a conduit and electrical hookup to These conduits should sweep up into pedestal #20008. shall include any additional reinforcing required at pick points. tamper and flow switch in fire vault. 2. All conduit sweeps minimum 90 degree X 36" radius. Steel sweeps are required through any ' ' n 5. Division 2.G. -ASPHALTIC CONCRETE PAVING- Pavement section shall be 2.5" of A.C. concrete flooring. Maximum three sweeps in conduit run. 17. Sheet Gam. General-Contractor shall be responsible for the cost of all construction rotated 3, Nylon pull line in all conduits. � � I paving in two lifts over 8 of rock in all parking and drive areas other than the north, south dust control throughout the dur'atiun of the proJact. 4. Telephone terminal board 4'x 8'x 3/4"exterior plywood in each building. and west drive around to the dock at building B. These areas shall be 3" of A.C. in two lifts - over 8" of rock base. Approvals: S. #6 solid coni*r ground wine from th telephone;terminal board to the building ground system, i "d-4 6. Division 3.C.6. •-EPDXY FILLED FLOOR JOINTS-O!nit section entirely. No epoxy filledor to the power ground if the power ground is within 20 ft. floor Joints in contract• 18. BICYCLE RACKS: 'THE WAVE" Model WVE-5B-Ernbed/Powder Coat Paint or Galvanized. 7 6. 4-way electrical outlet frorn an independent souret. place. ;- 7. Division 15.B. - HEATING. Provide a minimum of one gas unit heater for each future tenant pants p by adopted rules and regulations of the Telephone service to occupants will he provided GTE under gu space in each building (four tenant spaces at each building). Include a two-inch gas service Attachments: Pub';c LJti!ity Commission and the tariffs of the company on file with the,Commission. s to each space, each extending back to a manifold located at the gas meter location biddars shall identify the quantity, size (Btu) and cost of unit heaters. Also provide deductive cost for 19. Telephone service requir emorlts letter from GTE dated June 22, 1998 F have an questions;or concerns ase contact me at 639-7387. 1 , coordination with all other disciplines including electrical conriection and any required y� y q Pk venting. 8. Division 18- ELECTRICAL Bidders shall include a plywood telephone and fire alarm panel Sincerely, 16876,168M SW 74th Ave. ' r � :- board in ea-h electrical room. PLM98-0276,PL1IA98-0276 j r 31 or 37 9. Division 16-ELECTRICAL. Bidders shall include fldialer per code. Me slams system with dial 21-4Elaine � 5'-0• x 21'--0" x20' OF-EP i Senior Desiglxr-GTE W/ (5)-#6 LONGIT. BOTTOM REQUIRED IP AS , AND �)- 4 �ONCIT. TOP ' AND A�12 O.C. TRANSVERSE ' c:Wdoa%Joss•T4TH CREEuviEW04d«+d■a.Doc � c:+odoaroroes.74TH cREE1MEVYUWO■nd■a.oac �O ENDD BOTTOM (6'-0- CANTILEVER Qj _--------------------------------- ��--- --------- -------- �- - • ' i - - - a ----------- - -------P J. ---- -- -------------- -- 1b176,16NbSW74thAw• 17 ---- PLAN-027b,PLM18-027b 1N1b,1NN SW 74th Av■. 1N76,16N6 SW 74M�A'»• . _4 321- 37 PLMN4V6,/lJ�b-0271 PI.AA .W5,PLM9$4M 3301 37 N of 37 `-0 10'-0' 12°-0' 6°-0' -4 4 -0' 250-0' 26• _0- DPP. &OPP, W O WOVE 1 FOUNDATION PLAN BUILDING A IN - 1 - -•" - .,. .cs.�•"trae.�irrw'aai=s.�i•4 •� ._._ ••,.�. .-...•...r.._ ... - •.r ......». ,.---•.r-._•.._...._..,.. _.w............._..» ws+e�•r.w•--•+..ww-•_""�,.�y�~__ -',�'•�� a �.••-. ` .,z - fi'+•W"maw» .,.. ., r. •, , - ,-. -• _ w5*ti� r1F '�', 2 6 10 12 14 . Ifs >1li II�IIli IIIlII!iIIiIIII iIIiIIf , . 1111110111 111111 /illi// Ill0.11 1111111 1111111 LI 11 `� � IIII II 1111111 II{till IIII I III 'I I ! 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S. ._+..lfaT... .. �+W4 w.M1• „yR..'+u+dMiF.M.fw'wAw.+r+ ,�"....ir�_. ,�- .e:.... . , --,.,,,.-lr .wrw.•vr - _ ^..'v• +.+ rrw. ...w.w...rnawr..wr_-..+..ww+•.ww- .wtrav�lYer..�l.w�ww..�1a...ae....rrxw Tr+�li aa,Ae.r,-r.Mx.w. w.w. ws.. .r--,..r.._.�--.� .•1_,.w.a�:.m•..-•0«..r i. ,.,.• .;... -W + i +�'.,:a.•SirLW' 7iM.,.••rM�N1MIMW„ N'+11R';`.-"'""TMS"'" . 4hp.t,kf"pM.•- v. yy 1•' a f 1 � .�qq .,,,,.• �,�, a.a:�� PRCIFIC HAH!'1'AT SER � 503 Ei" 0V 13 9400 r [ f 14 op JOB NAME: CR.EEKVIEW BUSINESS PARK r 07 re LOCATION: S.W. 74^ A�mnva, TigardOregar. DATE.7/14498 � � , AWA10 (� =- A L4//) �� /�, /� -IR soADDENDUM d •� , �'� s � REEK 8 d.. tJD W ) Y 1AJ E THIS ADDENDUM FORMS A PART OF THE CONTRACT i70CUAAENTS AND ORIGINAL SPECIFICATIONS AND DRAWINGS. PLEASE ACKNOWLEDGE -3 °` � �r ` • RECEIPT OF THIS ;. l,. '=' "=,,; ';:-�°' ':��•a� '" ``• ��r`� � e st b.r ode r-c ea b, vl�� ADDENDUM W1111 BID SUBMITTAL TO OWNER. FAILURE TO DO SO MAY RESULT IN = DISQUALIFICATION OF THE BIDDER. •� i `°� . fi*I ! i (� Id ml 1 1 Slfdc Nose: A�bdendu n 0 3 is Compri of 5 items. Bidders shall verify completeness and notify sub- ............... ANNG;p jam:. �° d `� •° v bitidels of contents. ... tt11 . 1. Sheet G-1, Lighting: All building storefront entries to indude one recessed, 100 watt metal $ .. �r �L.t#fr� halide: clown light `\ 2. Sheet G-1, Lighting Provide dkrsigned lighting sy;teim using wall mounted lights at locations •;� \ irxficated on plans. Design to provide for 1 foot c.ndle at three feet above grade at most \ - remote location in parking areas. 4S 3. Sheet G-1, Creek Weirs: ALTERNATE COST to Providel3endway Weirs along the toe of ••�:�:�:• -a Fenno Creek as described in attached., 8 i4'ac 11"sheets labeled ADD3-1 and ADD3-2 4. Sheet G-3, Water Serv'Lx Plains show single domeslic Water service to both buildings • with a s lcxrr ed meter for la scope irrigation. Line sizers are not indicated and final design will be tined 5 n:�sporwbl ty 1Yf the bidder. Final comments am dues from City so actual requnvments may vhry. Fox purposes of bid so-we sepaaaaft doamtic se:vkm A om the street to each buiklinp,. Each service to irvdude a 2" Fine nerd 1 14"meter Ir1d�Ca water � meter will also be, at the street. A third Is pe fid. Sir of Isrrdsglpe met[rr a be detervrlirled bybidder. _ .. s a •,° it Le!1 '1'ta t ftP'etic• �� 4r1♦� t:R�b C' .TIS �. Sheet S-5, Detail 15JS-Jc Do not MW flirt a+sek beak will be cut to kw indi vW is •� ee d ::: 1 , 1 'DESIRED 2 TO 1 SLOPE'. Line is used only to CMlou"the depth of the hakp far a Q I III low-flow C118041141 biLg a 5A ji -1- IS -Ft)�; Atblofarrenb: F b ....... C - END OF ADDENDUM o )f •• o. LAW WATIFA 04 s: ;` ;-; a N '� r1 ,s Q ,, ' e1°i�X11 � r�• ��0 FT dq41P 0 40 - to r�L�° P I C C 1040Cs10.1Op114TH CREIKV10WAddoift 03.0oa V ski 1N7 IMS$W 740 Aw. 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