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12730 SW NORTH DAKOTA STREET-3 Bruce Schwegler AnccitecL Page 2 !!ay 15, 1995 TY OF TIGARD May 15CI . 1995 � S. The highest operable part of environmental and other controls, OREGON dispensers, receptacles and other operable equipment shall be within at least one of the reach ranges specified in Section 3109 (b) , and not less than 36 inches above the floor. Bruce Schwegler Aid,iLect Electrical and communications systems receptacle son walls 1117 SE 122nd Avenue, Suite 2 shall be mounted a minimum of 15 inches high above the floor Portland. OR 17233 1 (Section 3109 (c) 2) . Proiect: Sorrento Animal Hospital (interior) - Plan Check N4-61C �9. In a non-sprinklered building, the maximum distance between 12730 SW North Dakota v draft stops :.s 60 feet with the maximum square footage of 3, 000 feet (Section 2516(f) 4B(iii) ) . Indicate the location Subject : Building Plan Review and detail such draft stops. (1991 UBC with Oregon Amendments) The plans for this project were reviewed for conformity with X10 . All wood in contact with concrete to be pressure treated or p p j equivalent (Section 2516 (f) 1B) . applicable codes. Please submit the following items for completion of the plan revi process at your earliest convenience: /,{�J 11. Key-locking hardware may be used on the main exit only (door v 10) , if there is a readily visible, durable sign on or 1 . Submit plw.\b-ng (isometrics) and mechanical (HVAC) plans for adjacent to the door stating, 'THIS DOOR MUST REMAIN UNLOCKED review. DURING BUSINESS HOURS' (Section 3304 (c) exception) - All other �7, doors to have lever hardware. 2 . submit a typical wall. detail. for review. Provide diagonal 1 bracing for walls exceeding 10 feet in length to the structure bN 12 . When two or more exits are required from a room or area, exit 1 above. L signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the 1 J3 . submit a typical installation detail of the suspended ceiling f�) direction of egress (Section 3314 (a) ) . or seismic zone 3 . / 4AO I� �`r''13 . Door 4 swing does not match site plan? 1 J* 90 . 4'4able 5-E requires a minimum of 2 water closets and 2 t 1`- lavatories . Please make these corrections on the appropriate pages of the ' Countertops and sinks shall be mounted at a maximum height of drawings and resubmit three copies of each page to the City of ounter[o p 9 Tioard for review. 34 inches above the floor (q�ction 3108 (d) 3) . �. When a This plan review does not include electrical or plumbing plan person opens a door towards themselves, an 18 inch reviews . Electrical concerns can be directed to Washington County strike edge minimum is required (Section 3109 (h) 3, figure at 640-3470 and plumbing concerns to Mike Sheehan at the City of 25 (a) and Table 31-F. See the door to room 105 next to the Tigard at 639-4171 extension 312 . water heater and the door to room 109. If you have any questions or concerns, please do not hesitate to Handles, pulls, latches, locks and other operating devices on call . t/ doors, windows, cabinets, plumbing fixtures and storage facilities shall have lever or other shape permitting ;avid ince ly, operation by .mist or arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activete such equipment shall be not greater than 5 pounds force (Section 3109 (c) l) . Scott, P.E. Building Official Namoveftam DS:wh k4M $wss PpXSYs\OOc010If\BaPo- 01.5 \PCII-61C.000 13125 SW Hall Blvd., Tigard, OR 97223 (50.3) 639-4171 TDD (503) 694-2772 san N-009r p, y 10F" FEB 0KLMED Klin )ndn( mtnn�udai)iu)�n) )udiii Hdun nulni mdnn mdnnhniho(Innlnn uuluu un6udm)!m( unlnn uduu nn!nn un6m mdnn uulnu n)dnu m)h)n nnhm mdm(.mrilir) riu, mdm 24 : �fi '+ h r' 'T i J t X l J /' i All runstrur:titan to c onf arm to the Uniform Building i. ng � Code ( Creat>rr 1993 Edition ) . 4 e Provide e 'c.#e t f ixt.ure8 labeled Qwner provided ) arid install all. plumbing per states and local codes . COVE' RSHEET , 1140 3 P'rovidt and install all electrical wiring and its: tet $ 1 .. x a per local and state, codes . tight f ixtur-es to be - 2 , FLOOR PL . } •. selected and paid for by owner and strppl i ed and � installed by el.ecwt,ri.cal. contractor . � I color 3 • REFLE rED C T MI NG LAN n r c ' to q13 t 3tY1a $n Consult with 0 � Y___• - �_. all s material but, not limited d LT M♦ Y !� i r i s t�l o f �t t 1 f r r-Y $ h cn�� t e r � � i. r�c 1 a d i c to floor coverings , cabinets , painting , light f ixtures , ICY l a ami counter tops hardware ,, et:c . 1� INTER I � ELEVATIONS ==� -- P s t, i s laminate t, p -' A 5 . Consult with owner as to HVAC contractor , t owner,r i� ��.t,�r. � k 5 . INTERIOR L . A a� IO0 & DETAILS desires n use a s�-,eci fit.- cwc�mparty for the work . 6 . Coordinate with Gene r- a 1_ contractor for c: enter as to T location , depth , and size of all utility connections . � � � 6 . LIGHTING & LECTRTC:.AL P' ANS «' ' ���� � � u .... .. III i t,,•n-� 4. _.-. . ADV I T I MAL X07 '� ° H & DOOR SCHEDULEI&N r - .,Handles pulls , tat � � .r tiff latches ,, locks end other ape-rating � devices on doors , windows , cabinetf3 , plumbing f -1.xtures and storage facilities Phall. have lever- or ot�•�'er sh.��ae permitting 'operation by wrist; or Zr�m, pressure and not requiring tight: grasping , pinching or twisting -.. D operate . � _ _ -- +. The force equ i red to activate such equipment. shall be not , JO C A � 1. a5T ' 1K: greater than 5 pounds force ( UBC Section 3109 ( c ', 1 ) . 2 . The highest operable part of environment and other controls dis oenscrsd receptacles and other operable i p p p . . e i m nt shall be within at: least r�• f � one of the .reach range W E truction specifi.ed in UBC Section ,3109 ( b ) , and not less than 36 � 7t� ��. �"d"��. a (.J'�5 �?' :. inches above the floor . Electrical. and communications -~ . 011 systems recgpt� acl.e on walls shal. 'l be mounted a minimum of 15 � 14v" 04- - WirH '�� a !a►.tN 8iylr inches high above the floor UB � 3109 ( e ) 2 ) .. � ^� ?) � .-� --- C ecti© � F_:t ` H �1 pe-Si � i- ��3 ' � x - lu _- 3 . All wood in contact with concrete to be pressure treated �' sYw -- or equivalent tl3C Section 251fi ( 1 ) . t �. 5 ! % N. , . �k •+C� ' w. 4 . Key- locking hardware may be u. ed an the main exit 1..)1?Jx,�'� 5"70 ? Ln only ( door 10 '1 , if there is a readily -visible , durable sign on car adjacent to the door" stating , "THIS DOOR MUST REMAIN . -- ,� - - t1�1LOC3ED >� .- I� I1'�G BUSINESS HOURS ( C I C Section c� ( ) _ _;:•, exception ) . All ether doors to have lever hardware . ',;-..4 ,.%'., '•:.;...- :..w'' -',..o: •M._ - ....-' ria +'!afiaWa4r `jx ;;, yyyypyp}{l.y}.. ,it :' , ^' a m ..�. :d..1, LU Bruce i 1 t 5,.r J/y 0 4 �.�, y„ e,** - � � --- Archtect r 1117 S . E . 122nd # 2 Portland , Oregon 97233 POWER J%f VrN A�XH0F �: 'hone ( 503 ) 254 - 7206► - 4*0 ._-`tea./� rr 1 `�+, ^�� � .. ', + ..-.......-.. _ .......•....... . ._...-...__._.. .._........w.«.w.......:. .. ..., ........_.._.»_ _.._. � .-._ ` -.. . . Y 00 - -- OPC- ffrCWCVP 12!' OCA E^ WW CX A s. ....--""."" WALPW,. S- - 40"WOW W±t�MM� ,� '���M d - • •' M(r. / 17R ���� �i a Y , ; � � y;l rA/�+uraArAnr+A°' 1+LMMu"• � w' _». ..-.....'+u' R:.�.. - a 6�1a UL.:�tM'M'�1I�C ;�►XuMa� y IMi�+rlrrraf� ,a .rGq •d, _ : ';I..-� � ► Ptd UA ,R OF -_ µ RENANIMAL H � `� - , SCALE: APPROVED e� s �ewwt�t by , Owe , aIMPROVEMEN „ S RI NORTH DAKOTA, 12.73L� `'- �� tri���� �. ,....a... �..... -. nM. ,,,.., +' Wp 95-0158, SUP 98-0025 LARAWP*G NuMOM 9�4-0029 3 OF 21 �,�, �,.,.�..�._,r ,r..�.�..... .,..�� ,.,T.: ;;! �= - __ __ -___ 0 .,..,M. '�.Y.,...,w.. NMWMWMWNLM , , y., ...w. ., ....... .... 4N M 0 MMOMb oar nd a►oen��arrr o .. .-�nr�•;F�• ,. _..... _ ..._... -- :__ .__:,.�. ...,:.. -..•. -r�-....s,.._a1..., _,,....,. - -.._. �;.,c.: . ..r,. ..,:.�v.:.�.w� .:,�.�. �._ , ... - _... _ ., ,., w:a�wo,,.w--..w"�i�A°�9F.,.. ,. _. .., . �-.�.rw'•- ._.... 1.- - - "MOWN,W' ' RtC ( IM 01W Voi f'4 R0U%*WAP4^alt, C B N F R A 1, N O T F S 1 . All construction to conform t,o the Uniform BUi ldinq 1 NDE OF DRAWINGS Code (Oregon 1993 Edition ) . 2 . Provide (except fixtures labeled owner provided) and install all plumbing per state and local codes. 1 . COVER HErT 3. Provide and install all electrical wiring and material per local ina state cedes. 1.iyht fixtures to be selected and paid for by owner and supplied and - FLOOR PLAN installed by electrical contractor. 1. Consult with owner as to quality , style, color , and 3 . REFLECTED CEILING PL?'.N finish of all finish materials including but not limited to floor coverings, cabinets, pain'.ing, light fixtures, 4 < INTERIOR ELEVATIO>`1S plastic laminate counter tops, hard Are, etc. 5. Consult with owner as to HVAC contractor , the owner 5 . INTERIOR ELEVATIONS & DETAILS desires to use a specifi:: cumpany rur the work . 6. Coordinate with General contractor for renter as to 6 . LIGHTING & ELECTRICAL PLAtIS location, depth, and size of all utility connections . 7 . FINISH & DOOR SCHEDULES BUILDING DATA Occupancy GrouF B-2 Construction Type 5 N �� _ "It0,.1 Total Sq . F't . 357= '-_i� CE_ y Number of stories . 1 0.SCH� ARCSiITECT FOR INTERIOR I MPROV EMF.N'rs AV Bruce R . S c h w e g l e r Architect 1 1 17 S . E . 1 22nd #2 _ Portland , Oregon 97233 Phone ( 503 ) 254-7206 —31 to -� r.r. :a,.so ! ecDVAd CITY OF TMIm t tl t ,- ,�y Ga+t�tq�e�N Aopree.Ad ............. ........... .. to FrK or*the voorw ski —` 'n 1:,t;cr to: :...... ......._^.-..-.......r. ....�1) i 10 -- a. c�l.�e':�[�'�r� f1eH..r r-e'J-_.. „n.r-e••n_-�'.,, __�°�__ ._..-..«....r.—._ r.._�Gr-{-c f _ 4 I 5 I Illee, ''7 r .oV 1 Z ]U S lie � 4I- tn.,✓ ! - p i ` tn.wunew 4 // 7P�KOTe,; i«. ell :21" 1719A/ I - - - - - - _ _ � r c� CWttRilMt(11 (tiny .. - — �—'/ r Mynr.ewe° ._ I . .._. _ �N ��) �L it� ...._..».._•—._ UND MW ee tnr.n,uKt SORRENTO ANIMAL HOSPITAL INTERIOR? IMPROVEMENTS "Oft 1W WON Nab o" ,et ft "MytodM-to ,e°wC1t.A.1l-. BID SFT 12-23-94 294 149 , rf101 9 5 MED I I ( �►1 1 1 I J 1 L1 � 1► Ijijijl� � I I � 1{I�II1�4} Ijljltl�ijl4 Iiljlj11ill 1111i illrd Ijllljlj! L Ijlj',Il�ljl Irrinu a�rrrir;r rr!Innllrnhnitnn nrllnulunhulinnlnr�;mrhnllmllnn Inlll:rr nnlnrr fit it"n�n�r nrinrr urrinrr mhrr,nnhru nrrh n rnrinn rm 10,- 10" 14� B' 11 4" 3 7'4' e" is'-ffim 3-4' 10 O• IGM E r• L ,ts+ I s4S� I VS 1 , �i { ��" 9-TNtf.N Cwt lb ����• 8 TN KIt C 4 t J INA" 'VV r TIW 1�1 OFFICE -- NOTE �I I-10. ! 4 A.• G-n. i � � f pr � -C� � I _ I i � Y� FOAM t 1i S✓1..�'f�7N � R G E R Y I n4 K E N N E L .40A-- SLOPE Oovr N KOM Dowty I t ;_.__ ` /\ P I�� �A /[R FOOT + ry+ I III 7- 4 '>T JC G if," OC.. W fTH i1 .41.50 O d I y2 & w IF KA"e 5109 T 1 E tVT lw-ln1C FL U�.11 Nf I a f ►-4 5TUVA Silo* CC. Jk/ALGc v.:.ERf.,.Ass n,1s1.1en.nr, I EL.IDO.:W." K 4r:*�++o LC^1960.44 J0 09 0�C OWN +10t ____— s�.��.yo' I fui.L Mico►,• X14 - �tia �.�. - Oc F ROOF 6 Al l M F - I > % - V."-A:= - F. N Viml& COW. q ;0 5 E N N E L_ 40N KI OTE M14 3 LAG IOro HALL N Ca D VVATV r / 1 V lLlo.: ort AKN .,A, 1 3 .n �D PH AFM AGYNOT E- 5 I � O � 1I ) A 1­4AI a f ------ ��,(o/ `�°� ----- -- - —• 6 - -eNT �'i[*dT ,ANLL fr�►IEa.IiT Ir/�,�5 TD - 'A i 10 [ U PH1i OVT6toff. A A A �� «' h ( - S. lT�W�1�' fIK+�(.r:•s f'A�v11�3 N R OIJ WA.L OW1161O 61MK. $a# l07 E 'tAM loe EX^M IG�1 EXAM 2;' L I n� �l+esT •s 1 x T I 1 + 1 I _ _ _ 0 h w l �,�s , srle�cToN�As" I " li S 21, a 5 l_ I'�-5 a-5' I 3�- -1.@ �4 -A 1.0" file' f. MrF' IIG HALL _. �.,� fVIY NOTE 193 t AM II II r �' 6 ' 1 171 SNAITIf-JG - A114 , (?ECF_ pTiU- 11 I 115 nlPt AY 111 LOUNGE .�RooM1Na OD I N i N/)T F- *I I " j I I � l ii► (1 2 `i%I��t� ` - I 1 'T� vrtrr 4� _ttt• - - - 4040 I I 4040 I I I ACA+ 1 A,,?4 SO RRENTO ANIMAL HO so 40 I 4-pI� 4O , ! ....owt+.• ...1~wl" I®-10 13.0 13-1 d _ OATS ��•>1RN ss'-o' �alol�s T VT moi, ° FLOOR PLA °..._ �. u i I MICROFILMED I�I�I;I�III;I; IIII;I;I�I;I;I I'I;I;I;I�I;I;I I;I;Ijlll;l;l; III;'IIII;I;I IIIII�III;I;I I;IIII►,�,�,� i;l;l;lll;l;l �!�!!,�,�,�!� �,�,�,�,�,�!�!� I I;IIIII�I�I;I Il�li!��►��!��! 101c" �MADR 1M CMAI Is 14 1 t��llnnlnnlnnfnnfumm�lnn�lulllnl 1u11nu unlnll Ilnllln 1111111111in11111111nIIIlui11'I'1u1hn1111�IIIInlluihulllnllnnluu�I�Illlllu!un!Ilnlnullnl�llll�nn'�unlu�inlinl�nll!Illl�nlllnnln1111111�1nllllll�l111111- I— 11�111�111tijiln-11nl�lllll31111 lO'- 1011 1 1 - - Iq 'p 11-411 e'_p" . i5• � , w _�T s 4—o4 W rmiCK C-4t U• W&- 714,It &74•= OFFICE A I `� f C)SOVW! 41i WAL4.1 101 ---- _-- » � , NOTE 1 I-10 �' a a'•o o' 5 FOAW INSJLATIOM i `fit . I J JH f3 /=.w 1,M ~ I h • SI.OPF GOWN -OLOvi DO W ! 1 ;[7►Tf€>?17 R WNLL-S 1 ►U- 5URGERY �IliEl L _ _—_ - I/! ptR FOOT 'A'ft t FOOT j3 rot TREATIrt��JT 6L. 99.50 0 ♦ 112 G w 0 gKq S raft O n v 11 �O[tr It FLOOQ OVA16d h�.NlI& 2a+ 5TL/V5 S + O v �J ( _ I �'` � ��NYiACC? it�[R4.tIs� rw»:ATrfly 00. C' !L-1 .45' I� tfltjwG DEhGG1.rA� DO Orli •rL9 Z --�. \�- � ROCI:IFULL L tATN►►�nir-�a �a�►i. y `� `� �-o01► i.w � 1. VINJL colic A 5 E N N E L 9 NORTH 4,A O/n HALL ` NOTE V H4 , GOL v r,ATL- _ R n x3e �I x,N FL.Kti VAL14 _ 0 PHApM ACY —T -� nI =- I NnTE5KA iL I♦ 60' -- '-FLF Fla/as.111G ti `E4 SL,F'c41ED -iN.S7Ai.LEQ f3- III A 1-4AL L0_-•� -- � (6� 10 E UIPMIiNTVEwT I.�L fcxMA.VST iAatS Td AIGA EXAM 109 EXAM I I I w I ',TRUCua.A3• L I ' I ??irk y..,111••j. I (00 1 r, P-51 4" f'g" 41O' I I 6—Z Fll(--j HALL A 112 R.R. � J 5 t vllt" S I p'1 51 q?, L �` h -/j I p 1 -•, 1 1 d V I I 11 c'-p I� II `' I c• u i II II l WAIT,'J64 11 A 11IRE%E'Prlo i� 1r5 D(-,FLAY 117 LOUNGE I I ,I Como.._ I'I I N A II4 �ROOMIr1G - - �4D 1 ! b �1 OF _mztm iii; I / I I � �•— � rna. � � ;� t~f1�1i�111U. � Q 4040 4040 -- -.- - r I 11 1.011 1 11 1 u 1 SORRENTO ANVAL HOSPITAL 3'O + ,ZO 40 2�!) S'-40 141��1 �L4a 101e)1141.01' ,t+• 4'.0r stf'-O -- 16'-If9' Int-O,, 1 ------- _..---- - SCALa 1,4"x -r- - 13-1 -- - --- --- __ 19"b 9 •S" ' ;__ _ __.-11•Z__ _. _. ._ _ _ rua 11 -7-"* •a„sr� 41 .1 W_ irtrgc- t I: FLOOR PLAN son” •--- �. .0 r-10 1 3 -94 294 149 F F B 0 ] 1994 LIMED ���- t- rn fi LEGED _ ---T LvSPRr4Lire `' 's-r >< ---- :\ --- rLVOCfSGE►.T , ...-7 F,aTJRE t Ij � II WI,�� M��•."EO CpQ4�NtT I AT CGIIr iN6 ( ) or rRJss RECESSED L14.rT FIXTL)ef _ II II 1 \ LL_ _ _ - - - , - - - - - - -JI - - - - - - - - \ ^ GC1�1►�G Mour�7E0 CA#*^Us T Fw.►! (I I ice\ CEILING MJ�1NT'e0 I ' Gu►.VEN�Er�CE OrrlTLtT WA-Eq 1:: 'N ScwNO •Nr,� : tccat !o hjoTtcw4 0fr. `"",^ v�/OtRS,vr OI R�Jolr �..gw�►,.NC L_.�Yz==� i= ==:'- I� � Illli ,III S✓8°�TITUTIO►15 j I �G.W. D, �- 1 BOTTOM COLO I `, - vF TRuss I NOTE S 1L. I. 5t-,5 PENVF0 T-MR C:EIL-IN4 MA4 14.a �LL— -x I I I �! I I - I SLJ6ST'TVTE:.j rOr{ & w IS. 6:XCCp7 10.I � II I) Ii - - l " 0 tiROOM • :NRao105 &tAc61c i rcuF o . IL - - --- j1 II Ij -- II --�}-- �I I �. II II tlII II ix IT I � I II 6.w O ON rbOTTam COLO Of G.W.S. CN BOTTOM I GOR 0 OF TR✓Y8 ru. 0 �,"YTuNe cnRo OF TICVs6 _ ✓ - - -6 W -PS--Ow -ri,vTTOM- �i Coto OC Tifuss 1 I I G,�y Gff� ;14 i SORRENTO ANIMAL HOSPITAL CAI i 14's r'—D ♦VNfG�t0�♦ [ME•wh Ih 1 , cATr 12.'7 - 34 -94 C, AM SE I r1il0 i2 I `° REFLECTED CEILING PLAN ��`���� ` � - , �s i N r.�,.n nM wo anon,ci�•n.nwt. BID SET 12-23-94 294149 F ID 0 1 1994 MICURLMED -1�'--- a�"----�+- z I=+�-- L'f` _� 12�-,� t..f— ,yf"�....�__.r�; _._.,�..__r.�''_... -� -•�--L>i'y��'-- 'a(i"_..._�_.3'' ._..,�. ,1'�._._3,G--___+{I_.__,__ 3(i .'�..�-.,._y4- _,�,..,__!,'__.�_. ;, a � 1M/6 +g�� i WLIbiLiI1If%Ifl4`�GR I a WC40 6L � W�5lo3fi�� � � !J ( {I I� I) i� N C> W.l7+n - • I W1pL WsG_v 1 Mr14�.a W�74R L4"H14H ftAOTIC LAM M7-nAIeN act: 48L i� 4fy ntf _�1DsL4 'MVAC+ �- *6" I _ g'•� y L --�~ � ,�-�+....--�'�'-----•5S'-----�'— J#---�--• +>A � a* �_ t IGbA L-AI's _ LO��-1 LAC w3(�o w4 's w Ole, w46sw i II t 14' 1414h TOL T� L�ASI f N q7W ZACKSP4A5H ?YR --' N • rJ I �I�T 1. ' I I 3 I S52+R j P324 L l L--__ J a P.R �' r Ps b p 7 i k' 41 40874 I -� , and - [--.:; - 44,74 �l ,C _ 1 _ 24" f1„ -F —r SGp IsI, z4. 4 Tib" t4" tvz.A. Ttr�-P?riE�1y' l02 BTPCAT MENT� __--- -- 102 U � fC�.FsA �� rr-47 10. 6 M r&M,Y' w>wi`'cb wwai wr E .( 1 A•KAM 1'nOM i ! 1/1/:x•%. W >,.. ,l. W1 (0 W?L dv. .'•+'„v N24U *loss. .�,..d I I f TIPIGAr 7•a T'.L •t»0 FT j I I tUPSST1TJTF 51904P ,+, I►� -M In- I ILIIL—i - "�- PEEP _ ti As TE of lv _. 1 -7L rx 27" �13!•c `-_. ] I I w�w+r� v•�fsR i �'� 1I r� I t d p I�24 L r D.W. t'.!O ro �r►a1 f i t 1 1 8!4 V '�1♦f♦ t 4 r[;M II Ori 1 / - ` � - -- -- --- _ r L 24" ur 1 A_ I IQ9A ffxp.hY1 r-E,! E: !PMFP-4 7 --' 1i � 1� KdiP�Na�L f AWI' ,TA!«G 4HGt-VES NID �I MIRROR I I Z 1..11)WF'U I S1.1E1.Off �•' -!/' ,4 M11J It" MAr 12" 42' mm. 4' AVV"JTA4G 94 01? X11 ._._ *. 1 I I� f aUAI_ - WHT/i t CCN nr . R r,Rhs SORRENTO AN AAL I IS'411N �tP-# Zh' 4r" df 7' Z Illrrr ,� 1 ��c SUP 46.rk-16 atl,r�PtHOAKSJTA '2734 - Ia2' INTERIOR ELEVATIONS u■« I,i11N1i1 fJw 11fl.aevl wwM+wN• F f=13 0 11991 liili(I� (ii i i(i(i(i�I(i(i i i(i(i(I�i(i(Illli( MICROFILMED i1 INCH MADE IN CHINA �i�l�l�l i�i�i(i�lil�l I IIIII!►�►II�I(I I I�I�I�iil�l�l I�I(I�I�I�I�I AM ln�lnnlnnhin Inlllininnlnnlllnlnn nulluii! Illnnlullllir nnli�lulluiilnliliiiiiitiil�lliili%Inluillnnlnlilliulnli�lnlnnlinilniiilulnllinuhll!nllinlllnlhlulunlnlllnulllninnlnninnlnnmuiuninn(�nli,�llillliilllllllll �I I W 6 I30 WIISbL) W145GR / V WC•48 to L W b4,S(. WL1A1fi It ►II I V II II I I tw L4 HIi.H OLAETIC LAM 4 P53 I OPEN X at BCC 44L ( R3 c '409' CPFN L�J I II n - °4� i oPiN I - -- j 4002* I �� --- 40si� _ 94" SS" tt" t$" 9G.' 1$" t4- SS" S!�- f4" _ _~_ _ 4B' I 1� s4' f _--—�----- —— ---- ----- — ---- -- — - ---�___� .4 l IGF,A LAI: IOG LAB IOGG LAB IGS A Pr+A, AC is' 41 W!LaG w7Gl� I 'v I W4 •G VV4A?4 W"so I • _ - --_--- II I I I I I r- L'1 NIGN IOL T[ LFMiN/►7r +� i � •—"-/' 15At►(6YLdlN�TYP. 1652+R F314 L ° L.��—J Bit[ -" 10 -'+G fl21 R n eclW4l� Ei9a J 9e :3 4 FVI 877 4 87.4 so ,-'T-I z I 2t' i 1" 14 4 " � L4. I ?�>. t�• +i (020, J J"dee-A7M5frr rIU �TKEATMENT —�^ 1020 y '�L.+t4•� i41_-",1 'f'.--- 14�-----�'-w_. 3L"� 3i�._'__r'---- �G�� Z4�--� NOE : II I� II W ,�L W aG.9L Wi'134 W1/11(i ExA,�n POOM All'sAll's'7 1� W1,34 NI N�4 i I TYPILA.L, 2RiV[RpD I� I it SU&STITUTE 6814R. I I L--- ----- -.- J II I UI Room 101 --...T _. - - -- - _ t107E CO"ITE¢ x,rR� p i`_— ?OY 21" PEEV w � mat 1 I r I 15 2 4 L _ VW- $820 N I D 1• Epp 43 94 L 4GE i, 11 I 40DN ►7 I I It L_ _____ ...______--_.__ ___ Qo A E x A wt L fo -1 F_a u -.�I rMtr T DoT es• •v I J�1.L l'PP'Eft �+MJE _q Ift App$TA&LG LH FLVlt1 �v +t�/'y, 10 "' 2.LJ Lowers - 1 eH[Lr • MIRROR 4 54"NAIµ Iif;,M/.xu1 i I C'A,erNEc HnF "niA�r.io/+U° �11� tPVMTA.,.i 94 OR ...� 10 �^ ld Q EdVA.A_ WHT�LT CULOR. 1 (•�.f S �► :+ C. •^P .v#As.ONE 141 JkKC1K. L /' '<< '.♦tri s -ILI - - s U._ ANN. SORRENTO ANI H�JS�'1TAL I IS�MIM1I _IP I �4 --4-- 7f' Val ow• Q ' I . ,b. K',12� F ��' C D�' R,R: � i /', LOU►-1 G E. rafl It .1 .q4 ♦[tion MGM ' INTERIOR ELEVATIO ''JS _____ Stip q N giy 1�� s ;8 ,.,■N PO"„•',ON No.NOON CLA"PNNf• .I - BID SET 12-23-94 294149 F F B 0 11994 MICRORLMED IIIII�I�III INI I�II�`III ��IIIE►Il�Illlt 1111111�11►�I VIII` ILII` II IIII�III :`.;II1�111�� IIIII �III ' III�III�IIIII IIIIIII�IIIII� I�I;I�IIIIi� IIIIIIIIIIIII 17- 11 IrIIlIn1 mom nnlnn Imhulta,11u11 m11nn 1 Illnn nnhul Ilnhm u111un uullnllnulnn n111un IInI1lnlnulnll Ilnhu111uI11u1tnnllnl�nnlnmm�hnl nulnu nnlnulnniuu nulnnlnuhul nuhm nuhnl nnhnl nnh111 unlilt (1 J-0 ill I I- _ r - o"N I — IIII I 11�I I f vA s^ r iI �I .•F.. 1 ve�s o � �FS16 1 t� c I •r r r' 2(• 39" 3H !1° - Q� " I (9"; 21" ilte PECF_ PTIGI+ 13 l w, -��- �I l/ _ -.« ^^ -!•J 'PLAstle .'M i] FR.A-I'd 4 fl-P.s_ 11'4' — — l C. M. U. surd v z { —_ ; � VINYL I!A151111 T` IIII 21„ _�G�- - s a" I le' ! S: s rl' II 9"; TYPICAL SERVICE �11JK vor.l'•c' (�IIBA 1 61F.Ci01AINr �y'rl'(' A 'f! • 4 L � � L111 A RECEPTION - e I e" wlrN 'LAST[n onoul. trrlalJ[PAcLa CCWTRot t►HEl 5 VwC VI,M 1'/u f ALE 5 — Cow'INi"AIH •lV1T 1-� RIM iILISM p �'f MlE a alp C i :w loft � r�ayt w•f1a eAE A•1'I sr•ovLo•E ' 1! l! r�rl•p 'HSt All�010►NotECT " ``� rlusM — I !,AYE R G'>'P. RDFLASTC LAM. IN TE rivl ..y oa•Ir rot A$,I N.iEA S�'rr,,, ALIVE:-S` ALA15., IFA- 51 CE. TDP f F--NF-F--NF- of PI.A4aT1c LAA, t�.► 11 7 S �R -T1Q.�ck.5 f 1 PLYWavn - 4 5MU�NI�►?rI�piE�R '3-Y`+"�' _ _� .. .:.. /�r t Illpftlllpll o1.CONINCK wa Wof,a<,CI6w.�Utw1'4"., ,IH C12 PAt,5ITNRu � 5 PIq��1k: I,gM;N. , TRAM 4 3 I � �f F' �L U j H 11-1 6 F��._2 A:ti S c.. 9A 61VF_ A, 7 CAB, coupreft 611,P. ArrLMOLr, N _t *#=pf�mr.--,--- 14" FM.TKACKS N �Il — — J\ •�9I U ! CA 6. LE.'fOIJC 0c .•� i4 A 14\ + rLyw P, lu �-- INSIDE QF�. EE '" SORENTO ANIMAL HOSPITAL 5L; Sl� 2 -O � " 1 LAYr R O�"GYP - - ----- FLr2��'w ���-�. ...»:.,t 1,•, __ _ -., -- , RF' CF P"rION CAF1HFT DET. 1. ._��.�---__._.—..._..�..—-_.___ d . f� " u 'f?IRU ? ' _ i 40-1 art 11 JA MOM OAWTAo -' �� ` INTERIQIZ ELEVATIQNS / DETAILS "S '�'°'� pn•w w�1 -��, OT �� ) 1 1aa t• MINIMI nN N.l ,n,nl fIa411MIN1• , BID SET 12-23--94 294149 F F[3 0 1 1991 M RORLMED 11111 11 Ill 111, 111111111111 1111111111111 IIIIIIIIIIIII IIIIII11111I ( IIIIII�I IIJIlI111IlIl IIIjIIIIIIIII IIII111 Ill pill 111111111111 IIII1111111I1 IIIIIll111111 IpON MAOI MI dl Itlllllll Inllull III11111IIIIIIInllil11111111(luhlu 1111111111uf111111t11hu1.11u1t11111111h1uh111111111u111111 11H1111!1111111111 ullillll 111111ItIInlllulllllulllulllnll;u 111111In lulhlu inlitln IIIIhIIIIII�IIInIIlnlllln IIIIhuI ImIIIII I��Ilull nIIIIIuI II r I've/ r'N" -� ?_OtQ -E4..1►+G �I_NNTEQ ..=tf`-..Ei.' F kip r /��, «4`' f�/•—• •710 I :,� � / tGTG ''. •Gi'ds:E►.� L6nT futTu�Pb 8� POR. �dLC1.K F"OR � C� I F�Gv�.�CL •. T•'�R C�•R,� $()RG .+' ICAL LAP I .ly .qc�.y= p, III II 5L1L'41�AL LAMP Ir iii. M,hN.r: i►.' r . [if II— Nig � I,-� � \�i� / ,•t � � � �+ YYY '�0 tigj,�N I i I I \ 1 � •.I• � � �r• Wsll h•�.►.TGD lr.l!s«• m c' �Rt IOv Jr�JS+• iw:i 0 HAkO WIR[ TO PRFAKCR // / ^ 0 • t 1tv v AVP.,ANi-E C>Vr 9 7 120v CEILING F�."�►.�5.^ G(1N-1EhIENCE C.,T ,F-T + ` _ L•✓�`RAC.[ MNUNT1iD .f, +IB `=- . I \ •� 'H• .N IF'MY'{ 12Uv CON v. 0Wr-sT 44 .H• 1 Alf A• i'�:.M �0 \ I •,eI I -re LEP",ONQ Ii SOO -A 311,06J94 \ 1 l _ I !./U` ' I COMPUTER NETWORK �[RM •.A. .� &% .4S MiN. \ •�A / I �•�� +may •~'•ellJ/ ~� `� I I •••' � y:. NOTES154 1 71 i .. -� •I� \ `\ .\. I "VA: WIRING •, !..,�,'✓�C►• '. .K G N1tTG 1 1 • .I � -- � � •ti IT►, HVAC+a- C�vTRrGTva. rl I, ..! ILrye, �y.. LnCA,-r9 LRA h I:!R6A.*ER PA►,EL. %W It r-0M IN C0mSJ.TATS0No �;1 Crv►.[r[ I -- I "`•' , I I •I I � +r '�, •tee' .•e' .*•i• L. I '� I I � ''� •-M v 1l.A Z^A Amo- I wpt ,l ^�1 IN. F O SORRENTO ANIMAL HOOPITAL A.►Ilp. c i•• t+•w�W. f c •, Att'WR7 111'SE 1"1-4 IY * ,, �. IGHTING / ELEOTRIC��AL PLAN __._--___—__-------._.__ .�96 [+wAw a i0 ww,r,p .00 /� a �.A ), /N W00 ON M. I{MIINI WAM-NI• res �I 4 BID SET '12--23 4 I I 1+ 0 1 110.1 1 'BORLMED 1111 11"°"111 1111 � 111 illllllilllll I(Illllll=111 111111/1 114 �� li;!+ll�` Illllllilh1l 1 1111111111111 111;111111111 1111111 111111 I��II�11111� 1111411111 0.IIIU111111IIn1 n,llnn lulllln iu1 uir nulnil mtina 1m1m111nhn1 nnhnl Iminuluulna nlllnn 1111�Inllunlml nnlnn nnlnnhnlinlllnnllnllnulnn nulnu lulllnllnnhrll nnlunilinhullnl 1111171111111"711111111 nnhm nulnn I „ / r .t I•, ri' .~. 1•. .r .L a,,r. r,�/ r{.-VI , d ~Y.�s. .td .. '... .'t•*.�� *1 FINISH. '•,' SO'•REDULE.* DOOR SCHEDULE II~ VA 1L .� ;s • ,� CE:LIN6 :;ar ; ' DOOR SI IE. DOOR FAArc f I N!SN NOTES r - �`T .TYPE MATERIAL MATERIAL S rMATERIAL' FINItAFLOOR 1ASE COIPAS9 IIRECTIOM � ; t �' RESlDENTIAE QUALITY 'x tR1oR . 00R rt+, t! -3!8' IMSULAYED NArNETIc ATNtRTRIP{�Q t RUSN Dow &ROOM F(NISM 3S'X 80'X 1 OD �AH AORTH t 5:M1STEEL 1 LL cLoauRt. OF�10E`"r\ ,CARPETNf{ '• 'BEAST " ' ;:'�NOTE•ai . '' 'x' PAINT MOTE ax5 fA�TORY t A r SECURITY"E DUTY StCURI QUALITY WITH ,?IAD 2 35'X !!q'X 1-3/4' INSULATE' H.M. PAINT. I!^LT . ''SOUTH.' u '.t, .. ” :raw. NOTE. O2 , PAINT STEEL 102 '' a NORTH, EAST 4 WEST G.W.B:. PAINT MATCH CENTER DOOR -E TREATMEdT VINYL''' VINYL,' ''' ' ---- NOTE 05 FACTORY �3 36'X 84'X GLASS t N.M. FACTORY SOUTH NOTE 01 PAINT METAL 105 , ' NORTH, EAST t WEST' G.V.B. " PAINT MATCH CENTIR DOOR STYLI SURGERY VINYL' VINYL NOTE 05 'FACTORY �4 36'X 84'X _ ;LASS t N.M. FACTORY SOUTH MOTE 01 PA1NT - . METAL j04 NORTH,, EAST t WEST G.W.B. PAINT PRIVACY LCCK KENNEL VINYL VINYL -- G.W.B. PAINT �S 36'z 80'X 1-3/8' BIRCH VOOD STAIN SOUTH NOTE 01 - PAINT H. C. NORTH NOTE 06 FACTORY 105 6KENNEL NOTE 04 VINYL EAST ;rt r,• G.W.S. PAINT W. R. G.W.B PAIN1 `J 35'x 80'X 1-3,'8' H.C. WOOD STAIN SOUTH t WEST C.M.U. NOTE 0 3 07 36'X 80'X iia' FOOD G.V.B STAIN LOUVERED BI-FOLD 106 NORTH, SOUTH. t WEST G-W.B PAINT WRAP HALL VINY!, VINYL NOTE 05 FA"T'0RY --- EAST NOTE# 2 PAINT 101 NORTH, SOUTH t WEST G.W.B. PAINT EXAM VINYL VINYL NOTE OS FACTORY ---- — -4 EAST NOTE' 02 PAINT NQ t P1 . ALL r'ARDWARE TO CONF"Rm � r� ' N"LUDING ACCESSIBILITY FOR THE HArCiCAPP(t STAN^Ac - s . 108 EXAM. VINYL VINYL ALL G.W.B. PAINT NOTE 05 FACTORY 109 EXAM. VINYL VINYL ALL G.W.B. PAINT NOTE 05 FACTORY 110 EQUIP. VINYL VINYL ALL t•,- G.W.B. PAINT NOTE 05 FACTORY ----- Ill HALL VINYL VINYL ALL G.W.B. PAINT G.W.B. PAINT �• 112 NORTH, SOUTH t VEST G.W.B. ' PAINT REST ROOM •VINY'L VINYL NOTE 05 'FACTORY EAST ,NOTE 02 PAINT NORTH NOTE 01 PAINT 113 WAITING ' VINYL VINYL EAST ., MOTE 02' PAINT NOTE 05 FACTORY SOUTH t WEST ; ,:. . G.W.B. PAINT 114 NORTH NOTE. 01 PAINT RECEPTION VINYL VINYLNOT: 05 FACTORY EAST, SOUTH i--WEST G.M.B. PAINT 115 NORTH NoTr iii PAINT DISPLAY VINYL VINYL N( TE 05 FACTORY EAST, SOUTH t WEST G.W.B. PAINT 116 HALL VINYL VINYL ALL G,We*B. PAINT G.W.B. PAINT 111 NORTH NOTE 01 PAINT LOUNGE VINYL VINYL G.W. B. PAINT EAST, SOUTH t VEST G.V.B. PAINT 118 NORTH, EAST t SOUTH O.W.B. PAINT GRC^MING VINYL VINYL — G .W. A. PA14T WEST NOTE 01 PAINT 119 NORTH t EAST NOTE O1 PAINT rl� GROOMING VINYL VINYL G.W. D. PAINT EAST t SOUTH G.W.B. PAINT NOTE O1 SEAL C.M.U. WITH MATER PROOF SEALER, GLUE 11 INCh 'CEL OT:X BLACK CORE' INSULATION TO C.M.II. MIT 4jc+lljA.9 a:!*lE,1t0?-, ACRYLIC MASTIC, GLUE G.W.B. TO INSULATION WITH ACRYLIC MASTIC. VFRIFY COMPATIBILITY OF ALL MATF.RIILS IN ` i ASSEMBLY. 1 P NOTE 02 SEAL C.M. U. WITH WATER PROOF SEAIER , GLUE I' INCH G.W.B TO C .M.U. VERIFY COMPATIBILITY OF ALL I / i `,. MATER{AI.S 1N ASSEMBLY. / LA ;-R, NOTE 03 Epoxy, PAINT ON C.M.U. MALL'.' a NOTE 04 EPDXY PAINT ON CONCRETE FLOOR (NON SKID FINISH) . c� oa . NOTE N5 SUSPENDED 2 FT. BY 4 FT. T-AAR GRID WITH ACOUSTICAL PANELS . NOTE 06 'STRUCTOGLAS' FIBERGLASS PANELS APPLIED PEP MFG 'R SPECIFICATIONS OVER W. R . G .W.B. -- — --- ----- - — –�- SORRENTO ANIMAL HOSPITAL 4.•►1Rt.1:•. lCMA .__ i•A�wr �• ft �• 4 A� ;M•A.•.ii�.vN• mails �� ^K�p rf r �yitrr� _ Nly, bD�E T?� Oft --- I f 0 I I la'i I MIROFILMED l� Ijll!jl�i�l�l I i�l�l�l�l�l�l I�I�I�I�I��II�I� III!IIjII!jIj) I1 (!jIIIjIjI I�I�I�III�I�I�I I�I�I�III�I�I I I�I�I�III�I�I I I�I�i�ll�l-�l—�l�l'IA[I�]I�I(III�I�I�I I�I�I!III�I�I I LIMN MAt>;t IN?NIA "� 1, �T Al l - ni!nn ilnllm nnlnn unl!nll►Inlnl�hnililnlnlilinilmilinl itnhlliliniluliilrilel�ilnnliuilnuliiu!nnln�unnlnn unlnii m�linilnnlnn!nnlini!nnlnnlililun!nnlnnlmilinilnulnu!nnlunrnn CL 0 (,n V) PACIFIC CREST PARTNERS lot (A i;. tcr ri 0 ed go z I = 0 -c Im o oc 0 CL 12. Ul Ll: T Li Zir7 IL7r F-I L z Ly- 0 LJ cr SORRENTO ANIMAL HOSPITAL 0 Z uJ cr: cr- 0 CL cr) DRAWING INDEX LLi i OWNER: PACIFIC CREST PARTNERS 911 OAK STREET TS TITLE SHEET Cl SITE PLAN A HOOD RIVER, OREGON 97031 ( CONTACT: DA.Pq BOYDFvarcouw N C2 SITE GRADING & EROSION CONTROL PLAN -EL (503) 386--6333 4 k C3 SITE U FILITY PLAN FAX ('503) 386-9375 C4 SITE DETAILS 30 Cs—I HALF—STREET IMPROVEM�E-NTS PLAN CS--2 HALF—STREET IMPROVEMENTS DETAILS '' CIVIL ENGINEER: MACKENZIE ENGINEERING 0690 S.W. BANCROFT ST. P.O. BOX 69039 PORTLAND, OREGON 97201 -0039 CONTACT: KARL KOROCH (SHEETS C1—C4, CS-1,CS-2) mkum v Z TEL., (503) 224-9560 Tt FAX (503) 228-1285 Tuddh LAke aw.00 Cftdwn� ARCHITECT (BUILDING SHELL): MACKENZIEISAITO & ASSCCIATES 0690 S.W. BAI",JCROFT ST. P.O. BOX 69039 wbonvft A VI VET: FLOOR PLANS PORTLAND, OREGON 97201 -0039 AV2 ELEVATIONS CONTACT: DAVID WILLIAMS (SHEETS Al --A4, A\/1 —AV4) AV3 ROOF FRAMING & FOUNDATION PLANS CATE. TEL (503) 224-9570 AV4 SECTIONS & DETAILS 6 /9 A- DR A FAX (503) 228-1285 SLD rEvsioN LAM PER, ........... )'%' i* Cd in- .............. IoPt It I . 1 4 t 04 THESE SHEETS c.RE FOR REFERENCE uNLY (THIS WORK WAS FMD ON 12- 14--94). T Ts"' Il 1w 9 4 149 REVISED FEWIT SET 2-16-95 A F F B fj 11994 ILM EDI. . 'p. 2 9 'A LAJ or, 0 it C C. V) V) rj 0 C) (A C C LAJ 0 11)ri z 0 , < < C 4 Q' 4 If Ar C 14 1 CPO t 0 ID oCLr U 14 0 CL OA 102 -j LAJ < < 10 CL Lj U LA_ 0 Z JRE BUILDIN FU TL VETERINARIAN 2 1 AV3 U z LAJ 10 U < CL > Qi 10 9 Jl- b 17'-4" 6'-0" 7. 6 00 < 15 L I I n SLOPE 00 12 C oil L F2 RAV71 AVV1 A - 169 16 18 17 Manufacturer (Doors): Provide manufacturer's standard medium stile door witt-i the 1050wing features,, Kawneer as Specified. Hinges: Offset pivots Msers: tGN=QM=M49 Lc� 1030 OP OK KAwWer,.K Nud'BSKY Floor Plan Push/Pull Hardware: CO-9 and CPII ,4t, 04 Threshold: Kawneer standard for overhead closer and offset pivots 1 8 =1 -0 Weatherstripping: Pile weatherstrip HAMA 701.2 Deadbolt: Adams Rite MS-1850A rND-m- PRO 0E SPECIAL INSPECTIONS PER UBC SECTION 306. Sign: 1" high lettars THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. cylinder: Kawneer standard 5-pin cylinder MAIJI.IAL FLUS915OLTe2 - -ror 4156rro M ON I 1VOK. &F FA19— z 6/10/94 t2 to DP AWN BY. SSD ft\WPOATA\SPKS\WSIM3M%14149\MGt4,-,ke 15 KEYNOTES CHECKEZ7 BY: DL W LK gal 1. CMU WALLS. REV"SiON Locksets/Latchsets. 2. CMU COLUMNS- ED17,10Pi 3. (not used) a CLOSMG Exterior doors: ANSI 156.2 Series 4000; Grade 1 IA E 4. EDGE OF CANOPY. u1er Lever handle: Schlage Olympiad or approved S. GROUT SOLID. to operoft door with dots a,vetarin nctlon: ANSI F-81 or F-82 for exit doors requiring no 9 6. BIKE RACK (SEE DETAIL 71C4) .8 Pecial kn a or effrA van "diry Mchlage 3460 K. 7. 5'x5' CONCRETE LANDING, BROOM FINISH. 8. 3*x7* H.M. DOOR MTH PANIC BAR. AVI 9. 3*x7* ALUMINUM STOREFRONT DOOR. 10, 4'x4* FIXED ALUMINUM INSUL. WINDOW 11. 4*x3'-4' FIXED ALUMINUM INSUL. WINDOW. 3 RAVI 12. 3'-4"x3'-4" FIXED ALUMINUM INSUL. WINDOW W/ SILL 0 V-11" A.F.5, AVII 13. 2'-8"x3'-4" FIXED ALUMINUM INSUL. WINDOW. N, 14 14. 4"0 DOWNSPOUT. 15. BUMPER ANGLE 3x3xj4 W/ )(d EXPANSICN ANGLES 0 2'-06 C.C. 16. 6' HIGH CMU TRA!: : ENCLOSURE. 17. 6- SLAB W1#4 0 12- O.C. EACH WAY. is. 6*0 BOLLARD, SEE DETAIL 12/134. 19. DOUBLE 4*x6* CHAIN LINK GATES WITH CEDAR SLATS. > AtY V1 1. lot ru 29/ ' 49 REVISED PERMIT SET 2-16-95 I ' d 0 ,11994 MICRORLMED I111111 1 AN Ill ii Ill WAIN 1111 W11 likilkI101111 119WHIP0110 7W 9 a , NAM' 411111 4, ... w.+rr..+.r.+_..w.......+w...,_,..�_.,_.,._«......+•.........«.....T+�.....�..r.w_ .-......�..-..-......•._w__._.,..w..w-_ .—.:_.._..a...-M,•..-......��,r..�.�+..,...�.... _- - .+._.-._.-. ...-...____..-...�...._.- -.....-.+.._..-._.-.._._«..-�.�r.-__...w.,..�._.-.._..-_--+....._..-_........_—_........ ._._._..-......_-.,_.__-.-__.__.._._..-._ ._-.._ ._...-._ ._._......._+.-_..._ ........__..-.......�..-_._...._._.-._._-.. r......._._..__.,._._,-.-.....w+.- ...www "Serw. VIM yT /w G (,i Cry V) .^ <s> T. LIGHT FIXTU S'-0 -0, 14,-0" ' 0 _._.. O at m t I ' Nrti C q1 �_ p� QM oo = t i W I t �� lrTxit r; Q! 6- 40 0 t "! I t .. , T 4 •i L v j7 r� W ►� 1 Z W BRICK ACCENT.-- �-- North Elevation _ J `` Q C;d U IfZ I U Q ! U Q z W Q W 5'-8" 55'-0'' I r i ----ROOF UNE J i ! ---GUTTER SPLIT--FACE: CMU PAINTED E /---sMOom-FACE CMI: PAINTED 01 Li F -M - - -- -- - - - - -- - - - - - - --- — - - - J sMoo,H FACE CMU ------- - ------- ------- ---------------------------------- i 1 East Elevation _ West Elevation I 1 DAT, 6/10/94 DRAWN 8": SLD < 8 > 7 b 10) 4 03 <2> 1 -­ECKED BY: JLW LAK REVISION F_DtT%ON 65'-0" CLOSING DATE: 6 »rt ti ev T/TUSS I II t SHE;. III sI----- ---- ----- -------- -___�----------------,------------ ------------- -----_---- ,....�...,.�� ;MOOTH FACE CMU--- BAND Av2 X South Elevation ............. ........... � ,fie'-,'-�• a I X941 49 REVISED PERMIT SET 2-16- 5 ' 1 :-r.eRYu aM �, .. .. `V l�'r Y yl'v;,. h •'1' '�' tr'f1PM ,. � l a: i F 5.. R ':, r.. I..�... •. _.' .r, -. o^- .;r.Py:. :��.. ..w.rYsrr�rw� -, ,~ry��tin�,aAI+�NMr:IF'3!1i iw: rtll��i�'r�:,.:.-ii.rk�a"s �' � a; �';�I"y�� -• - - ,. 'S° ,. < .y... .. h ,w :. ;il - :16�'�# i FEB 0 1. 1994 10 LIMED 29 '9 f♦� ri, .R � �II Id � t��in I�l� ► F C 7 V) fyp Oro wo KEYNOTES V) (.j 1. 1%2' PL YWU,10 '#/'Od 0 Fj & 12' 0 C < AV49 2. 4x8 P.T. LEDGL9 W/X# 04.11. 0 413" GRID 7 4 8 AND SIMIP4N LFA, j2 0 AV4 048' O-C 0 2 or BLOCKItg, 11� 4x8 P.T. �FDGEP W1**# m[1. 0 12' O.C. STAGGEWD, T/1E 4. So CMU W1 (1) #5 VERT 0 -32* O.C. & (t) 05 HCW?IZ- 0 480 O.C. _-I 1/2 C <A> 12 5. BUILT-UP ROOF. --- T/rRUSS 6. DOUBLE TRUSSES UNDER MECHANICAL UNITS -- COORDINA rr WT-4 TENANT. 48: 7. (�ONSTRUCTION JOINTS - 14- O.C, MAX. 8. CONTROL JOINT 0 18' O.0 MAX. a. C C V LAJ 9. 4" CONCREIE SLAB (W/O RFINF-.) COOROINArE SLOPE TO DRAIN SEC TICW4 15 WITH TENANT. rry 01 10. 5'x5'CONCRETf- LAND114C )r 4' THICK. Z Lv Ile 14 j .1 LAJ 11. SOLID GROUT WEST CMU WALL A 15 12. PARAPET 'HALL BEYOND. 0 C 13. TJI.X ROOF TRUS';ES. - a c CA 14. 4SS ' BRICK COURSE. 10 .0 0 a- 0. 15. 4* CMU SMOOTH COURSE. 16. HVAC UNITS, VERIFY LOCATIONS, COORDINATE WITH TENANT. 48" rj---�BUILDING SECTION 17. SOLID GROUT TO SL'AD LEVE L #4 0 2 4" U.C. DOWN TO SLAB 12- 9 AV,i- D 3b18 4 b18 ;6 �iB�.. R-7�RIGI �PEP�l �El�k INSJL� I�A�V 1/8 S�- Cr-, Ln v�i In LAJ 61 CN 7- ry C2 CL 16, 12 LA- 6 11 AV4 LL- I'J 0 1 2 V cy- T T IT A z T� Lj 104 < LAJ 4 LEGEND > Q_ L --k4 OA SEE FOOTING SCHEDULE 8 r2- BUILDING SECTION ROOF FRAMING PLAN 1 cl.- 0 0 z F- • :!; < :D 0 La- LL- 0 9 AV4 OA 0 ------------ ----------------- --------------- - <A> II II II It Ij II 6/ 10/94 CO CHzECKED t3*,- I II DON '-JK BENSON EDMION CL091VG 7 8 D ATE: 2 FT-1 1-7� - ------r-- ---- ------ --------- ---- 7 8 4 cu C) r—i r 8 V 4) FOOTING SCHEDULE L J ZN' NOMINAL S1 E_ STEEL REINFORCING G3 CID -4ARX+LENGTH WIDTH DEPT14 LONGITUDINAL TRANSVERSE REMARKS CA) CON T. 1'-4" 8" (2) #5 CON T ®R > QC 'IV 4 FOUNDATION PLAN -- ------- 29414'"' REVISED PERMIT SET 2-16-951 F FB 0 11994 LM ED pig! C D 7 9 % owl _...._.._............_..__ _..__... .s+ +..._... .e.-... ...._._ .....__._—__...«...,... -_—._._..__.,...►._._-_............ _...... ....._.._.-..._.....-_..__..._. ...—... ........ .... --...__.._._..•.._.- _......_...... .-_.._+....._. ....._....___....._..- .___ +... ._...._.........+._ ,_-..+......••.__.. . ...__ ....+..._......._...-__•..,.."...._..._.—_._-._..._.._.._ --.+.r_r.w.wu.wrw_.,.+.r•...+•"...»............,w+-...._...«.......-...»_....7r...-.r....-... ...-..' rr..rwo... • w •.. - ---CA!' FLASHING ' ., _ 4 - _ --4110 AV4 _ __ _._ ___, _.._ •_ .---_, AV4 / Lai ow a . '_ p _ -4s4 POSE + __ -„._.___.. \� SIMPSON PA118 O 48” OC \ Q. 1p �! ab r--COLINTER FLASHING - �-4 { —` / l Hl LOW*' f0. MF"G. FLASHING V) p 'Z' FLASHING: SET IN SEALANT y 1MPSOf` LCc'3;ti_ s C0111iJN CAP- - i • 01 X E 9 4c o II �� 2x4 FRAMIN( _---- V Q � c t+ II I It i c r.. at -2M5 _ "�- _ -CARLISLE TRB 160 24 GL. - a a CL f- ON 30 Ib. FELT & 1 PL _.____ —_1 LAJ k I - s i3z' rw ----- --•—_--- —. I 2x6 P.T. LFDGER W/.�"I �N TI - .�----s• - - — ANCHOR BOLTS O Z4 OC z p p _.a�r � SIMPSON U24 HANGERS W \— x W/(2) 5 TUG 6.1IL ia GA. C'C - - _--- - -__-- — 2 SCREWS O EA 5 .. STUDS LT - • cSTUDS) -- 1 2IF.DGf _. 2x8 WOOD `.rt' R V ` � � c ----- .-__-..- • �__-- PLYWOOD W/ 8d O 6 k 12" 0, _---- ------6' METAL STUDS • 16' O.C. � _ ! _ OR #10 SCREWS, BLOCKED a Q- CL / 1P - / -•-CAI' FLASKING (ALT: 2X6 WOOD 5TJDS) // L �T---� _ __ _ }jxt2 GLU-LAM BEAM SIMPSON CC3}1_8 COLUMN CA+~---------••� _ -�- - - `- � ---COUNTER FLASHING • WALL EIFS ON 1' FORM INSULZ �- — CARLISLE TRB 160 - - --J \ — --f IFS 3"I STD. PIPE-------N\ 24 GA BATTEN ROOF - __ _.. I \\ •---GLU-LAM 1N WALL I _- — LAM-LAM 3,} x12 -----e" METAL STUDS IN WALL Cr 4x6 P.T. LEDGER WA'0-- ool c; AV4 ANCHOR BOLTS O 4'-0" I).C. 1180 BRICK COURSE N 1�)� - ,., LAJ • I I A Y 2x4 O 16" O.C. \�\ ` '�/�, / 1 r+ tJ 8 CMU 1�— .• _.._ 3 RAV2 `� _ �( y � } ✓1. - AV4 �- �f� 0 _ J +Of 19 GA. WELDED TIES O !3' O.C. ----� P - 2/ts/9s • (2) #5 VERTICAL --- J \ Z �•--fLASHJNG f J4 GYPSUM SHEATHING SOFFIT \\ � U 'Q 1/2'� t/Z' � —SHEET METAL ROOFING � -METAL EDGE TRIM 4" WIDE SOFFIT VEN U Q _ I 2 "� _-_ GYPSUM SOFFIT PAINTED Z _ _ray__•,"• LAJ SC:. 5" --____. `�_ _-, AV4 E[FS W/DRIP EDGE \ �" ( � } S" ,hAti'.,..4R BASE I T I t/a/95 WHITE) � __-- - -_ 1--�"--fr 2x4 O 16' O.C. W/SIMPSON U24 U � 2 RAv4 I CANOPY ELEVATION *-3:_0:.-�' ,;a;�, 380_ -�-1-� 2 CANOPY SECTION - " rp CANOPY EAVE DETAIL — 3 4-=,°-o• -- AV4 1 1/2 - 1 o AV4 / 3 OAV3 -- „— - CAP --LASHING AY4 � � _-2x8 '0° PLATE _---- PARA I T WALL BEYOND 1 - --- +-13* C,'MU i T-yp l {� 45 O 48- 3L 1tAV3 ���/ j -- - - CANT 1/4 �--.._ Ava I --B.U. ROOF -- —#5 0 48" 2/16/95 -- SAW CUT 118' x 113 SLAB THICKNESS / ---- 76d lb2 PLYWOOD C 8x1° 5xt6" Wr"2 m ---CONCRETE SLAB i ---� SEE PLAN FOR SIZE 0 A3b PODS O tC" �) O 12' OC rYP� \ FYCEPT O 24" OC FOR CErtTFp 3a' , \ ,i------- CONCRETE SLAB - � SI!vpSON ANGLE PAI 32 O 48" 0.. Z 4. C 3EAtA I N —SLAB REINFORCING - -6" CONC. SLAB W/#4 O 12" O.C. g -- OF WA'- ON GRID 8 - --- SEE PLAN �-- — — ---- _-_ Q I _ EACH WAY # CC N -- 1` (I • 4 VERIF*`( W/ JOIST MFGR / `, r -` i + �•---__-- � I —DBL 2x PRENOTCHED T['`� j•--• ltl�4 t 7 YP 1 1�r • i Lr_.-- ' 51x1 I ---- __—-L 3x3x� W%)("o EXP. ANCHORS - U 10 4x9 P.T. !.EDGER W/ ('1!x1 C" M.9. W t ` --49 ` I O 12' O.C. STAGGERED 2" Li t I .---ROOF JOIS' 8" `• COARSE GRANULAR BASE — 5 O 48" N � • A36 RODS O '2=- •�� COARSE GRANULAR BASE ' \ -_-�� --------KEY JOINT CONTINUOUS I i �--SJ�� }Ix5x8 --}•— } �(• M.B. I rYe y 'k 2 RAVA BASE P hy4.5x5 2 ��y ^ � ' I AV4 I 2 RAVO �s RAve� *SEE PLAID FOR THICKNESS Av4 r^ '` �... •y• t/Jt/9s AV4 t e 9s - — — Av4 /�---J #5 Cord F a CANOPY RIDGE BEAM CONNECTION K_5 _ CONTROL JOINT -- . CONSTRUCTION JOINT -- /-� ��RASH ENCLOSURE WALL SECTION s \ FRONT PARAPET _DETAIL _—_ --- --- " _ r'-- 3 4"- 1 --0' AV4 AY4 NGTE: CLEAN OUT JOINT AND CAULK 3/4"- i°-0" AV4 j/4 o �iAV4 / - r --Pt., 2APET Wt LL BEYOND —16"x16" CMU ` / COL W/ (4) alb VERT • . � �t- CO. DA E: #3 TIES Co, 8 OC 2 RAyi2 PARAPET WALL BEYOND --� 6/10/94 b j AV4 l� - --- --'95z° PL.Y-WOOD ,� h SRD MM . -8" CMU / - 16d O 12" OC TYP o I --v _ CHECKED 8`': t 3"0 STI) PIPE COL DLW i_JK j UTTER ` -- — ---- -- ST22 O 48" ACR05S FIRST (2) TRUSSES O 2x BI_KC REVISION � - + o _TG 3°-O"x24" DEEP (3) G LONG. _ 2.4 BL.K'G-1 h12" & TOP e: BOT. #4 O 12" TRAN. TOP do BOT. --(<' )(x6x14 W/ (2) )6"0x12" NELSON SIMPSON ANGLE PAI 32 O 48" OC ED4roNAL \L 1 } 3 RAv3 �;r REBAR ANCHORS O 9" OC O 2x BLKG : CLOSING - DATE: I •• `- 1 Ave n_ /--1" NON-SHR.NK CJROUT _ ---� 1 -4' ,� 0 * V-4" ---INTERNAL II_LUM CAN SIGNAGE: 1 _ - 1 (VISIBLE ONE SIDE: ONLY) 1 DESIGN BY TENANT Ar SIGN COMPANY 1 X '2/27 94 8" CMU WALL \ 'TENAN� U / / I i ( 4x8 P.T. LEDGER W/T("0x10" M.9. 2/16/95 O 48' OC _8• �,���� WALL. � - - #9 GA WELDED TIE IN MORTAR JOINT O H" OC ----- • —•2x FLAT BLOCKING O 48" OC #5 VERT I - AT FIRST (3) SPACES I - � --ROOF JOIST' —_ 7EAIAMf 18" SO CMU PJLA�;'GER w/ (4) #8 VERT x 40 2 RAyiQ POWER CONDUIT © AV4 I N IT t_ SHEET - I ( 2 RAv t t f �} - " _ b_ SIGN DETAIL re SEC _ r'�..�YRG��P/BALL CONNECTION ----_ TIDN 12 PARAPETDETAIL _. _. _..__ _ -._---- 1 -1 -o - - 3/4 a 1 -0 AV4 1/4,.^,,-o AV AV4 =' -°" �AV�J, ' / AV4 4.- i 119 " 1 REVISED PERMIT SET 2-•16--- 95 A, . F F 8 n 11994 RLME J4 b- DISTANk- LS S�40WN ARE AT k;',HT ANGLES 1l1PROPERTY T 0 V) LINES AND ARE MFASIJRI� FROM EDGE OF FOUNDATION. SEE fOLINOANON PLAN Vr TAIL ON SHLE) A2 FOR FURTHER N,LlRMAll0Nm c oq.4 LAJ LAJ . u 0 .2 t QD to r SITE DATA PRIOP REASO BANK 3.593 SO. FT, 3,"G 50. FT. 0 RETAIL OFFICE 11,156 SO. FT. 11,990 SO. FT. TOTAL 14,749 50. Fr. 15,830 SO. FT. Lij 7- PARKING RATIO (4.3411000) 63 STALLS 63 STALLS ACCESS113LE: 3 3 COMPACT: 17 34 < BUILDING LOCATION MAP 1 too STANDARD: 43 26 NO SCALE (4, SITE AREA (ROUGH ESTIMATE) 57,500 57.5(Al "c LANDSCAPE REQUIRED: 8,62" 15X REQUII?ED: 8.625 PROVIDED: 14,884 26X PROVIDED- 15,670 27% L.Lj 01-1 ZONE:CP oU l CONST. TYPE: V N 13 OCCUPANCY. 82 os'T ' 12 WA' / . \ (NON-SPRINKLERED) mow-_ SQ' SIGN 2.+ 2 12 lU 9'-3" 161-0" I 2 6 f_0" 14 14'-0" 14' :51- o' _4ma '�i ... . no KEYNO"ES x co .1 1. EXTRUDED CONCRETE CURB. SEE DETAIL 2/C4. x to 00 6-ID 'a ft 2. 4" WHITE PAINT STRIPE, TYP. ,7 1 /7 1 : I CL 3 CONCRETE SIDEWALK, SEE DETAIL /r4. A 19 V) ­­ I co 4. DISABLED PARKING STALL. SEE DE��Xlf_ 8/04. 10 1 A 1 4 2 0 F.1-. I n 00 5. SIDEWALK CURB RAMP. MAX SLOPE 1:12. 20, _Gm Ind wi 1 6 7'-0" WIDE STRIPED CROSSING U-1 as 00 7. 6'-0" x 6'-0' PLANTERS (EXTRUDED CURB) C141 1 8. BIKE RACK. SEE DETAIL 7/C4. 00 9. ASPHALTIC PAVEMENT. 10. LANDSCAPE AREA. SEE LANDSCAPE PLAN. F.F. 231,50 loc 11. COMMERCIAL DRIVEWAY APRON PER CITY STANDARDS.(SEE PUBLIC STREET IMPROVEMENT PLANS) i 15 4 17, .6 2 1 12. .5'-0' WIDE PUBLIC SIDEWALK PER CJY STANDARDS.(SEE PUBLIC STREET IMPROVEMENT PLANS) 3. CURET RAMP PER CITY STANDARDS. 6'-0 6'-0" 1 7 14. BOLLARD. SEE DETAIL 12/C4. l 1','0040 ?tel 15. CELLULAR ONE EQUIPMENT BOX. o r5 2 Of of 4c 16. 45' CELLULAR ONE POLE WITH LIGHT 0 20. .- .__ 1 17. NOT USED 16 3 F.H -TE PAD. I 11 18. 9'-0" X 5'-0" CONCRETE-w b �E Lo W14�CO) V �TTSH8`EBOT FIX RES. 3 5 1 <�,-C�j. 20 AP�ER`EDA5�PM NUI 6 to I - 20' 0 'n) I ft''-C1",. 8',0 -"9'-0" 1'_'3)SPo8. =26'-O" 00Sp09'-o'=9q'--o"_'l _ 10 EDqE OF PAVEMENT '14 0 4V c % - 4s '. I J) %, TRASH + RESIDENCES '04 14S 4SI 4D_ fin t 0 �� -- D A TE: i > ORAWN BY: VETERINARIAN NSS/SL-/CNH/HR Ln OFFICE LEASE SPACE F.F. 230.80 in -.4.ECKED By: DLW (12) cn noN EDO CLCS%G *411, DATE: Lncq Ayaa 44". ir �Rc I oor vi-0 GRASS LINED SWALE _"llol % �F.H, w S 89'49'12" W 240.00 20' SETBACK LINES 3 act DAYCARE FACILITY SITE PLAN 1". 20'- 0" 009 %40 2941 ,410 REVISED PERMIT SET 2-16-95. F I h 0 11994 L.M ED ql I q I I I .AL RUM, 29 % EROSION CONTROL NOTES; SIX 016114 LUL I MQU- .. . t. S: etrNCt11�M O►t+ t�? w'�clreseMit dt n!u bulM%N"q 4-onshUCtwn, rO F••kt.vEh r I.f olAh'`lT FKA0 fArtXUd(. .,,*w !*AiN IU Q. �� Ono ut-f to wa++k �st.a►m drkain,sc>raitoy MewM. !rater, Bas, PERMANENI STA IL.l#'ATlt,arl Of DWURE1t,, tMNI1I�Wn•)- Z tete Six* a.wv + .12 r.' :4iJiij�lIll�Gt: 1 ltlit E'1?�4Lr1S�.AP1?'L�f tx �.. "` Otte Rw-bod &t• of wr 1 3>a' oc WHL kt 5 f(*W LAIN '#$I I I`r w A ARE OafFArlrr,Al £tEFUdrf F�IrA/A1di1T $YAI�1XATt(ilk � � �4 OF' fH£ OLST(JIi�L DitAlNA(a AREA ` +r hruc+►s h+o►+a�lwty+y satumtwd 0048 4,ov" tAo *it* &^a# bq •er' s**W so ''hat wetw 3W.ng �i. site WR jvnnot �51fMGrPA ACJ10 NARE A*i WITH CATitrrr� SlA$jNr�AlNA4F I 1JTjtjT,1 r�E !YiWrSTR4f�'1CA~ W � 040 1 so dN-P, ftvot t!�a vet6o* It truLA is not sealed, the !aod•d trials Is - Y MIa►.ewca to rw",*-- re foo* ant$ the Mater JrFppiny ,am the � g$ sat.aut*J wJ t ds beep re�lt,4ced to its* thon{ cane jailon per hour �1I1;81AlSE'EL1f1GATIOtrS Q boom* Wvtng the site. SF£ DETAII, 1/C2 FOR STORM DRAIN INLET PfOOTECT)Ck. 0 Of RMS MAY W. OfQUIRED TO DIRLCT DNAiNAt;E rri FLOW TNRrjijr 4 YOF FTL.Tff+', 2 + E0*0t v* OA "Vttrol to re'qu;rvd. Er awor Contmol devices A AND F�-REVENr BYPASSING OF THE im(ETS. w rhatt Do "twtod oind mobtdned meeting the D.E.O. requirerrents. CVJ C • r►) ,t oo tsio„ ca+trot Corrective oct;ar+ Pool afappayier car A The I NO TIME .,HAIL. MORE THAN A OK FOOT DEPTH GF SMIQLN, K ALLZOU 10 wit. t* �4 * atecu.o- ACCUMULATE AGAINST STORM DkAIN WT PROTECTM MCASatAE;S. SMJMMT Ao'a' • +R►rish e�fecH�e at any tune, O►r ee.aHE REPOV4D AND INLET PROTECTIO'j WEEASLMS PCSTQIt o AS MEEDED 'o M­jrA'4+ • THEIR SEDIMENT TRAPrJING AND Fri rE.RiMC CAPAAJ(1T11, S f:b'tOcti» oraimor control is required. Drainage shalt be - C 8 tled iwa d ebe e routed that _ _ R ' . e4 t� I djWe ir� propertty. pub+C prpWjy, and the receiving system BARRIER IlC ewe +got odvesreei impacted. Th r 4ar*ectt j acted.V e City may, at any time, oder w _ . .._.-. U are Ja. OCtioel1 and stappa" JI 4►iari. t0 occ„napllsh effective erosion control. / $ _ -' _ TO REDUCE rHE TRANSPORT r� SEDIMENT FPCm A CON5TRUCTIOM SITE BY W • a►!f - PROVIDING A rEMPORAR I PH'f;ICAI BARRIER TG SErJIMENT AND REDUCING RUNw 1' 1 --'" VE10C!TIE S. L J •fir. ..-_-.^►'"'"� PRt�.ZI�._.ePPL1F5: � �N �v LEGEND 9 C .. MAY BE SUBSTITUTED VOR TEMPORARY SEDIMENT FEWE FUR IttSTAaAffONS U = 0 a � r OF LESS THAN 200 UNEAL. FEET AND FOR SINGLF•-FAMILY OR DU%1X Q 4 0 �� • RESIDENTIAL CONS'TRUCOON ACTIVITIES ON EXISTING LOTS OF RECORD. EXISTING CONTOUR e AT TOE OF SOILS 5:00w. PILES. " IN EXISTING, UNDISTURBfO DRAINAGE DITCHES/SWALFS USED 10 CONvE'r e - 2. PROPOSED CONTOUR - ��• i DRAINAGE THROUGH WSTURBED AREAS OF CONSTRUCTION SITE (AS Aj10AED BY THE JURISDICTION) PROPOSED SPOT f_LEVATION ® ,...•• , R8 -- -� • r (,j;,r►GN CR1 r1JilA/,�_jyCIF1C,A 7 Owl -- �- SEE SHEET C2, FOR LOCATION OF STRAW BALE SEDIMENT BARRIERS N • 4�-�'�Ycc BRA WALK � ALONG SLOPES AND CATCH BASINS. Z STRAW BALES SMALL BE STANDARD 40 TO 60 POUND RECTANfiJLAR BA4.ES Of CERFAL GRAIN OR SEED STRAW. . ..--- ,...•--^' •� .... . ,. _...•� �` _ -- s ~ ._---""- 231.b0 STAKES SHALL BE WOOD DRIVEN THROUGH BALES AMC) INTO GPOIN:D TO • r , �`--~_ A MINIMUM DEPTH OF 12 INCHES. Y C 1' ` 231.60 `� CL L✓' y.•. -".•'• '� ';�;,,,,,.... _ --`'`� r- [ F r� "131.50 231.30 i :.-� �• .. f�� N, i._t.�--, . f��_ 1 U 1 •, , .80 11TRAW SALES SHALL BE K-YED INTO EXTSTLNG GROUND FOUR T, SIX INCHES. _28 STRAW BALE SEDIMENT BARRIERS MAY BE LEFT IN PLACE OR USED AS MULCH `� Y _ AFTER COMPLETION OF SITE WLb?K IF #;TPROWD By THE JURISDICTION, !J / -.�'..r _.� 231.80 231. 2 75 + W C2 AT NO TIME SHALL MORE ',HAN A ONE-FOOT DEPTH OF SEDIMENT BE //-FILTER FABRIC OVER C.B. �� x.`231.40 r ` t_A_g, ALLOWED TO ACCUMULATE BEHIND STRAW BALE SEDIMENT BARRIER-, SEDIMENT SHOULD BE REMOVED OR REGRADED INTO THE SLOPE, OR THE (� / GRAVEL FILTER NEW' LINE OF BARRIERS INSTALLED UPHILL OF SEDIMENT-LADEN SAaaIERS. 231.50 231,26 I 231'37 i �Jl BARRIERS SHALL REMAIN IN PLACE AND BE MAINTAINED B'r CONTPACTOR UNTIL rN GROUND C0VFF? HAS BEEN SUFFICIENTLY ESTABLISHED TO PREVE7IT EROSION AND _• } i 18' MIN. i `� 230.87 �t `� O UN.TIL OWNER ACCEPTS WORK, ►.1_ �I ��. 231.70 .... w.. I cj 4 231.50 / -=.• (, _ t .; l--,�F i1-it `;� � � '� _. • �` .� I � TEMPQRA,Rti" SEDIMENT FENCES Q . TO REDUCE THE TRANSPORT OF SEDIMENT FROM A CONSTRUrTICW SITE BY Q- } PF'UVIDING A "'EMPORARY PHYS!CAL BARRIER TO SEDIMENT AND REDUCING RUNOFF + WEE? HOLES IN C.B. `w I -lI I VELOCITIES. H. 230.40 ..�.._.. i 0J J =Qi:lE_4j &H $E�'RACTICE APPLIES:. t DOWN SLOPE OF DISTURBED AREAS WHERE RUNOrF MAY OCCe:R AS SHEET 231_26 230.65 RUNOFF. - -- '.30.+`, 3� F.F. 231.50 t AT THE TOE OF SOIL STOCK PILES. Z 1 \ \. AT INTERVALS AS INDICATED ON SHEET C3 ALONG 7-1 CONTOL,RS OF J t � �� �-79--g� -•••�•- LARGE DISTURBED AREAS. f _ j .i` - - C �- CATCH BASIN SECTION 227. 230.40_ .e--� / / AT GRADE BREAKS EXCEEDING 20X. F H WJ. Ak' WOL.l.OW1NG DIS('HAPGF FR A SEDIMENT TRAP OR POND. _1 ! • �--- �230.5Q / � 229.86 WM � I N �2 I A � 29,90 SEDIMENT FENCES SHALL NOT BE INSTALLED ACROSS STREAMS. 0 t ori Z pES&A?CRITERIA/SPECIFICATIONS: _ M230.30 _ �_ _ 229.75 - _ �' - - - - -_ _- - -- - --- 29.7 f`- Q F-- to 7 I 6C_ SEE DETAIL 3/C2. 6 3 � 230.06 I `� � + � `^ 230J_Q EDGE OF PAVEMENT �' � SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH 2% ,• Ir 22",0 25 a CHARACTERISTICS DEPENDS ON THE SJPPORT FENCE. FABRIC ATrAC•HED TO 230.06 x.06 I 230.06 2 0.06' 230.05 230.17 1 CHAIN-LINK FENCE NEED NOT PCSSESS THE SAME STRENGTH AS ONE Orac RASH r- -.� ATTACHED TO A FENCE OF 6 BY 6 INCL; REINFORCING WIRE. SELFC7ON IS cV I I I -{- I THUS BASED ON STAT 1DARC ENGINEERING PRINCIPLES. SYNTHETIC FILTER :'IT V1 _ �1• FABRiC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO W z r 0.44PROVIC:: A MINIMUM OF SIX MONTHS OF EXPECTED USABLE CONSTRUCTION d, (/ LIFE AT A TEMPERATURE RANGE OF OF TO 12017. _ QO�N� 226 9 2 "4 • - -�✓y e I> ALL MATERIALS TO BE iN GOOD PHYSICAL CONDITION TO PROVIDE PROPER to .� N( C' ` \ SEDIMENT RETENTION.�.►��J�,`� S� j 230.76 2.30.76 230.76 230.76 230.76 230.76 ?30.7E% Q►. P „�, I -- V y -i O r AT NO TIME SHALL MORE THAN A ONE-FOOT DEPTH OF SEDIMENT BE ry D --� Al_LOWLD TO ACCUMULATE BEHIND A SEDIMENT FENCE. SEDIMENT SHOULD L'L'A{ ` _ .,___rl i,1 -` ' BE REMOtrED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES I _226.85 �- (FUTURE) I C(� REPAIRED AND REESTABLISHED AS NEEDED. ,� ' _' ` • ��, ~'� - OFFICE LEASE SPACE. ,p "_+ I1 BARRIERS SHALL REMAIN 1N PLACE AND BE MAINTAINED BY CONTRACTOR UNTIL OUGH GRADE A � F.F. 23U.8U RND �i �) ) GROUND COVER HAS BEE'u SUFFICIENTLY ESTABL.'SHED TO PREVENT EROSION .AND Y y HYCROSE:ED FUTURE I �� UNTIL DINNER ACCEPTS WORK. PAD AREA 2' TO 4' � ."Al N �,�aj �tRAVEL CO _ RV ENTRANCES ;!�'��IS,Sd�1♦�' QUARRY SPALLS l r `N I S TO REDUCE THE AMOUNT OF MUD, DIRT, ROCKS, ETC.. TRANSPORTED ONTO ROADS Sl;BGRADE REINFORCEMENT �� Y � pR0`J1DE FULL WIDTH x ` S� ;� °i'•scC" '�" GEOTE7(TILE, AS REOuIRED OF INGRESS/EGRESS AREA I r BY MOTOR VEHICLES OR STORM WATER RUNOFF BY CONSTRUCTING A STABILIZED ,� 226.6 v, _______� PAD OF GRAVEL AT ENTRANCES/FXITS TO CONSTRUCTjON SITES. {n � R / 8" M}N. DEPTH r r '2 �� CCONDITIONS WHERE PRACTICE APPI I�,_�„�,a _ �- KK GRASS LI IcD SINA LL XPiRES_F �-� r+ I I AT ANY CONSTRUCTION SITE WHERE TRAFFIC WILL BE LEAVING THE SITE AND A AP ,.I LL Ft MOVING DIRECTLY ONTO PUBLIC ROADS, OTHER PAVED AREAS, OR OTHER � 4 a DATE. 2 DRIVEWAY SECTION Ez I 226.58 9 4 I APPROVED ACCESS POINTS. D:'-*-WN 8'Y: --- - Z ! 226.62 - 7- QE51GN CRITERIA/SPECiEICATIO;gS:Uj "''�� C'y NSS, 1--RK U, e i 17 SEE DETAIL 2/C2. C4 ` r � BY. MATERIAL SHOULD BE 2' TO 4' QUARRY SPALLS. �'w THE GRAVEL PAD SHALL BE AT LEAST 8 INCHES THICK AND 50 FEET IN RE OFAOH LENGTH. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLk INGRESS AND s EGRESS AREA. (A 20-F001 MINIMUM PAD LENGTH MAY BE ACCEPTAB--f AS s; - CLOSING APPFOVED FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL CONSTRUCTION 0 ?' p)' SITES.) • 2" X 2" WOOD P03T AT 4' O.C., STANDARD (��' OR BETTER OR EOIIAL ALTERNA'rIVE: ` I< ADDITIONAL GRAVEL MAY HAVE 70 BE ADDED PERIODICALLYTO MAINTAIN S STEEL FENCE POSTS. �U- PROPER FUNCTION OF THE PAD. y' PLACE POSTS AT 6'-0" O/C MAX. tel' ca - 1LTER FABRIC FENCE -^� -- - - ----- ---- - IF THE r;RAVE[. PAD DOES NOT ADEpUArELY REMOVE DIRT AND MUD FROM 36 WIDE ROLLS �\ \ VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, C� ADDITIONAL MEASURES MUST BE TAKEN. .UCH MEASURES MAY INCLUDE T � _ z_1 Jr- � ` HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER ! V pp CONSTRUCTION TECHNIQUES/IWOPK OPERATIONS MODIFICATIONS. Wh'EEL WASHING S40ULD BE DONE ON THE GRAVEL PAD, AND WASH WATER SHOULD e .f DRAIN THROUGH A SILT-TRAPPING STRUCTUPE PRIOR TO LEAVING THE ------------� CONSTRUCTION SITE. P CONTRACTOR IS RESPONS!BLE FOR ALL MEASURES REOUIRED TO K[EP PUSt.1C T; STRFETS CLEAN AT NO ADDITiONAL COST TO 041 ER. USE ;UBGRADE REINFORCEMENT (;OTEXTILE UNDEa (WAVEL PADS FOR ALL t' BUT CONSTRUCTION OF A SINGLE FAMILY/DUPI.EX RESIDENCE ON EXISTING LOTS OF Rf_CORD. SITE GRADING AND EROSION CONTROL PLAN 1"-20'_0" _._._. r,^ NATIVE BACf:iTll''��,/ a` MINI t t 3 .► . c 4 BURY BOTTOM OF � C 1 4 F'IL.TFsR Mpg CRiAL � ;•( X 6 TRENCH. V w EROSION CONTROL FENCE �- 2541 ;9 t REVISED PERMIT SET 2-16---95 y U11 I I-B 0 1 1994 11%n rqLMED, CL LEGENG? G EN ER A L N 0 1 L S V) 1. ALL WORK '.;HALI- CONFORM TO THE jff.wIREMEPrS OF THE CITY OF TIGARD, UJI pro UNIFIFI) SEWERAGE AGENCY, AND THE CURRFUT EDITION 0 PROPOSEV STORM SE:WEIRLINf OF THE UNIcr*M PLUMBING CODE AND UNIFORM BUILDING COOF, 00 2. OOMFSTIC WAT,7R SERVICE ® w 4 PROPOSED SANT IARI' SEWEN LINE COPPER SERVIfl,- TOBING; ASTM 8-88 TYPE K, SOFT ANNEALED TEMPER. V) a 1!i Irl PROPOSED A'A TER LINE FIT f ING$- 4ROUGHT COPPER, SO(DEPH) JOIN 1`5 AJ4SI 9--16.22 V) F.H. ....... TRACER: 110. 18 bl.UE IN.VJLATED *Ipf BL)PIED WITH ALL NON-MFTALIIC PIPE. PROPOSED FIRE HYDRANT FEST: TEST AND/Of, STER,'LIZE AS REQUIkEO E!T• rIGARD WArER DEPARTUDYT AHD U:'.0 94 Con PROPOSE to CATCH BASIN &- ALL WORK TO CONFDkM TO THE REQUIREMENTS OF THE TIOARD WATER DEPARTMENT. .CO PROPOSED CLEANOUT 3. 5ANITARY SEWER MA(ERIALS- 0 1,- INTERIOR A140 WITHIN !,' OF BUILDING: CAST 1ROt4 PIPE PROPOSED WATER METER -F < (AP OTHER AREAS: PVC CONFORMING TO ASTM D-30*54, V) CLEANOUTS (EXTERIOR PAVED AREAS); JOSAM P48860 HEAVY-DUTY CAST IPVJ ACCESS 2. C BOX WITH SECURED SCOPIATED COYER, ANCHOR[NO FLANGES, AND CAST IRON CLEANOUT rj 0 f4 • EXISTING TREES TO REMAIN WITH SERRATED CUT--OFF SFCTIOtjS AND THRE4DED BRONZE PLUG. PROrjDE A MINIMUM • CAC-4 18" X 6" CONCRETE PAD AT GRADE, I�; I Z eioo 4. STORM SEWER MATERIALS: IAJ NC 4u POLYVINYL CHLORIDE PIPE (VV(,.): ASTM D­3034 CLASS 3 U TRACER: NO. 18 GREEN INSUI A'ED WIRE BURIED WITH ALL NONMETALLIC PIPE. Q r :E u 0 L. W Iff CLEANOUTS (EXTERIOR PAVED AREAS): JOSAM #58860 HEAVY-DUTY CASI IRON ACCESS -C C, IL _R, -�---O.H. ELEC BOX WITH SECURED SCORIATED COVE ANCHORING FLANGFS, AND CAST IRON CLF ANOUT WITH SERRATED CUT-OFF SECTION!: AND THREADED BRONZE PLUG, PROVIDE A IN 3 .3 18 X 6' CONCRETE PAD AT GRADE MINIMUM C% 5. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 4, SECTION 406, AND CHAFER 11, SECTION 1107 0. 1,k) A 6. CONTRACTOR SHALL VERIFY AND CONFIPM EXISTING CONDITIONS PRID9 TC; r Re G S VE COMMENCING WORK, NOTIFY ENGINEER -.)F DIS FIRCREPANCIES. X WF K 7. THE WORKING DRAWINGS ARE GENERALLY LWAGRAMMATIC1. THEY Do NOT a W A SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE plolopillill - SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRELI TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE 8:'GINNING CONSTRUCTION. 14- EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION L SHALL HE VERIFIED ,S TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBL'C AUTHORITIES WITH __T JURISDICTION, BEFORE BEGINNING CONSTRUCTION CONTRACTOR TO NOTIFY C.B. IE ENGINEER IF THERE ARE ANY DISCREPANCIES. RIM 231.0--- LAJ IF 2.28.50 C D.S. 229.00 CO o f WATER SYSTEM NOTES: D.S. 228.64 O 1 0 1. AN ESTIMATED 12Y. OF THE NATER SYSTEM COSTS 'JUST BE ON DEPOSIT PRIOR TO BEGINNING IE 227.98 (6 D.S. 228.410 CONSTRUCTION ON WATER LINES, AND TO RECE,'vE A CITY OF TIGARD WATER DEPARTMENT CL /COTM) V) STAMPED APPROVAL ON CONSTRUCTION PLANS. 2. rwr CONTRACTOR SHALL MAINTAIN ONE SET OF COM) STAMPED APPRO'rr H V) I -x 1* DOMESTIC 'NATER -D PLANS ON THE STM a 0 Al B/iCKFLOW PREVENTER CONSTRUCTION SITE AT ALL TIMES. (IN ACCESSIBLE BOX) 3. NOTIFY CITY OF TIGARD WATER DEPARTMENT 48 HOURS PRIOR TO COMMENCING 'CONSTRUCTION, TO SET ijP -I" WATER METER A PRECGNSTRUCTION MEETING. TELEPHONE (503) 639-1554, F.F 231.50 1 1 1: " i (BY CITY OF TIGARD) 4. ALI, WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. 1,1�' W ALL WORK WILL BE INSPECTED AND APPROVED BY COTWD. O.S. 22FS.50 _uj 6. ALL PIPE AIJD FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WiL_ BE TY-70N JOINT 15'x15' RIPRAP--;�� �1 E 7.66 10' DUCTILE IRON, CLASS 52. uj OUTFALL Lul 22766 "W 7 36- OF .3/4- MINUS CRAVEL. COVER FOR ALL MAINS IN STREETS, PAVEED APEAS, AND RIGHTS-OF-WAY. ir 6"W 00011" FH d _4 L." '\C.13. '--- - 8. ALL 'VALVE OPERATING NUTS SHALI BE WITHIN 36" OF FINISHED C"�'ADE7, OTHERWISE VALVE lorm STM 0 0.6r. COGo 10" STM 10' STP (D.1.) OPERATING NUT EXTENSION.') WILL 13E REQUIRED. � 0% RIM 229.5 10 IE 228.45 INSTALL -(n I CD it -7 IE 227.33 6" MJ 036 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SO. FT. Or' BEARING SURFACE ARE REQUIRED to r V) ': !E 227.82 (10") ir), WIDE PUBLIC IDT TEE AT EACH TEE, CROSS, AND BEND LOC,�TION. to 0 26 0 WATERLINE EASEMENT 10. FIRE HYDRANT ASSEMBLY CONSISTS 01`7 AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6* FLG. TEE AS C.B. INSTALL 12" MJ x 6" REQUIRED, 6" FLG. x MJ GATE VALVE, 6" MJ x ACJ HOLDING G. I . RIM 229.55 6' M FIRE HYDRANT, A-442, 6" J, 5­,Y4 MVO, 3-PORT (2-2 NST HOSE CONNEC7,10N, 1-4,1�- 0 FLG. TEE AND 6" FL SPOOL, AND A MODERN MUELLER ER CENTURION IE 22ELOO J GATE VALVE NST PUMPER), 1�6- PENTAGON OPERATION NUT, OPEN LEN• COLOR: YELLOW. i f "'" TRASH W/THRUST BLOCK W Y2 11. FACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 CUBIC 0,G IC w YARDS OF CRUSHED . DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OF THE DRAIN STUB, PLUG ROCK TO SEPARATE 1�,4E R FROM EARTH COVER. 0 & MARK z Zz 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL > BE ENCASED IN A REINFORCED CONCRE IF. JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON 130TH SIDES I WATER METER OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY ML;ST BE MADE AT APPROXIMATELY 90- WITH (BY CITY OF TIGARD) AT LEAST 18" OF SEPARATION BELOW THE WATER L!N-;- I" DOMESTIC WATER 0 13. ALL MAINS SHALL BE TESTED AT 15j psi FOR CNE (1) f­'OUR WITH A MAXIMUM LOSS OF 5 psi. 12" PVC BACKFLOW PREVENTER --i STATIC PRESSURE = 100 psi. t. (IN ACCESSIBLE BOX) REMOVF/SALVAGE > F.F. 230.80 EXISTING WATER METERS. COOR&JNATE 14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISj'NFECT.1ON. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. FUTJRE WITH TIGARD WATER IE 221.57 1;22290 OFFICE LEASE SPACE DEPARTMENT 15. COTWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE INSTALLED �ALLED BY COTWD UPON IN[)IVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE D.S. U.S. D.S. PRESSURE REGULATORS FOR 1,14- ANCI 2- METERS. I A /T--228.80 IF 228.80 P IE 228.80 R4 16. EVERY METER SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVFNT!ON DEVICE 4" SS 0 2.07. C B cs VALVE ASSEMBLY SEHIND THE METER. ,--RIM 228Y3 INSTALLED AND TESTED -BY OWNER. 1 1,142" AND 2" SERVICES REQUIRE A MINIMUM OF A DOUBLE BECK 15,%4 4* STM_9 _ _ _ 4" STM 0 11"2.0% MIN. Z2.09,MIN. M R 229.1 17, UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL ADVISE COTWO -4 TM --6'* STUD 6" STUB OF TATE TOTAL CONSrRUCTIUN t.OS1S TG WHICH WILL BE ADDED 10X FOR GOTWD 1NSPECT((NJS WATER LOSS, 0% MIN. I E' 2: 02 OU - 7 - 2.0% MIN, OVERHEAD, ADMINISTRATION, SAMPLINGS, Er.,,, AND 2% FOR ENGINEERING REV;EW, INCLUDINC AS-BUI-T" -25.1 DRAWINGS, UPDATING THE MASTER MAP. INTERSECTION MAPS, ETC IE 225.20 =30 1�31I�TrA 0 CI EXT. MH ITARY %W'M 12- PVC /1()/B A r14 SMIA"N' CLEAN 05)OFIF 2"'��30.78 S 89'49'12" W 240.00 ul) WATER SYSTEM COSTS: DRA*N y.- EXTEND 8' SS To Ntw STUB, P�4LIG �C4 RIM 228.33 I.E. IN 221,00(4"N,,0'NE.4*E) MANHOLE MARK SLD,/N S S .71 I.E.OUT 220.83(9-S) 5LF± 0 0.40% FIELD INLET 13 Ln CHECKED BY; IE OUT 226.00(12"E) �,�4 105 LF 6" 01 c' S20AF 12100.00 W 0.I-Jlo Vire Hydrant Assemblies at S1800/ea. 1800.00 TOTAL, S39OO.00 REV,�1 ON ED,T*N ESTIMATE CLOSNG rn 01 Contractor's Bic (Estimated) $3198.00 TWD (",2% Admin., Overhead, Englneerinq) 468.00 Engineering (6%) 234.00 -T TOTAL: $39CO.00 L Pip"IfrIc $3900.00 (2) - I" Meter at $2,125lea. $4.4250.90 TOTAL: $8,150.00 6" TJ DI Pipe, Class 52 .... ..... ..... .... 105 LF. 0 6* MJ x 2" IPT Tee .... ... 3 EA. SITE UTILITY PLAN Flre.11)ldrant Assembly ... ......... 1 E.A. I'=20'-0" 6" FLG x 12" MJ Gate Volve ....... ...... . ... ...... ... I EA. 12" Md x 6" FLG Tee ...... I EA. C 3 2 Q 4 49 REVISED PERMF OET 2-16-wo FIU 0 1 1994 LMED ...............All A a at a I I I I A I rr CD 919 RIM TV, NAIIVEBACKFILL ..._.____. ' � ....�.... ;,-�...._._._-_._.._..._..�..._......_._........_......_. ...-.._.._..._ ._..,..._.:__..-..»,...�,,...,.�_..,..........-,._..»,...,..n.,r,.. (SEE SPECI`ICAfIONS FOR PROPOSED PAVEMENT AREA COMPAC HON RfQUIHi:Mf.NTF) SIT TYPICAL PAVING SECTION WIDTH Of SIOLWALK lot C_ -----CAULK PIPF. INTO HUS Sf E Pt.AN 1 2 " _-4woom t-WISH 101" Of CURO LANDSCAPE AREA ol PAW 1) Af?f A HI'dGED TRAP x 51 0, IVV, -----TOP Of S10FWALK Ap�­".1..A. 11.0 0 ,4 1,�- 2'-4" 111 2" GA"i I EVEN WITH PAVING V EDGE EACH &Df -_ / ON OR WILLUED GRATE' 40 ROCK bASE OR �4) 1/-'0 H(ATS EACH FACE. 0" GRANUt AR BACKFILL rA�317 COURSE L-FVE.'I-. SLOPE OF CU ---RADIUS EDGE E SPECIFICATIONS FOR FRA#AE CAS1w, w 41 14"� TAPER CURB AT SIDEWALK OR fND RB f RAw AwIl C.0.0cf, V) 4 14 COMPACTION REQUIREMENTS) AV114G 7- 0 DIMINSI ON PLAN 0 0 C A 4 XTRU0Ff) CONCRETE COHR :r - 66 -COMPACTED FILL FINISH GRADE SET IN VPDXY CEMENT '"-0" GRANULAR 13ACKFILL 0 0 (SLE SPECIFICATIONS FOR V. 0 -----ASPHALT PAVING z I`_ Co E, CONCRETE MTN ,,I mpAcnON REQUIREMENTS) - 'k _8ft IN . j . ..... -1/4- S1 EEL ALL WELDED CON TROL JOIN TS A T 5'--0* 0 C. 11 --I, ,- - - f,� C�.- > C AND EXPANSION JaNrvi AT cp .0v CONSTRUCTION. •ASPHALT Q ]r fMUI-S;ON COA fFD INSIDESElIffZ LINE C C go C, a b--rqo ff-0* 0.C. LAR AS ov. I b I Li a V�!_,(( - ,�%) D ou"r. Y-10" x V-0- V WYE L4J 2_04 0 .4 C'.4 6� C 1"--0" GRANULAR BACKFILL AN SHOWN ON PLANS. 6r.-ql�v �U R lcn% V""rl voc (SEE SPECIFICATIONS FOR (OR 24- ROUND) �­__fRUSHED ROCK BASE N a,__ . -" INVERT 'r 0 V -C ll� COMPACTION REQUIREMENTS) T 0 11-0.0 ot' z GI 0 ELEVATIONO wIf 0 (o LAJ > 161-11 va(, , :�e U AND I.E. VARIES a C V, SEE UTILITY PLAN FOR PIPE NOTE: f]0 - SEE PLANS :E o ro SIZE AND TYPE (MAIN PIPE) IT MIN. 2'-0" COVER ON ALL PIPE IN DRIVE �REAS. 2) LYNCH TYPE CATCH BASIN OR EQUAL ELEVATION QD 0 -C C V) SIDEWALK 2 EXTRUDED CURB AND TAPER ca STANDARD TRENCH 6. 2-: NTS ; ��4 CATCH BASIN CLEANOUT V) N.T.S. 0 < 5 Fuil Size 314'-F-7" 5, iowolk Aj.UMINU#A Sir.l`v P,A SEE PLAN --WIDTH VARIES DIMENSION VARIES WITH NUM9FR REQUIRED SEE SITE PLAN #HITE BACYGROUND Ctf I' HIGH BLUE LETTERS AND BORDER, 9AI(ED FNAk#E'- L-J -TOOLED JOINT I 1 1/4" GALV. STD. PIPE 1 1:12 tftV z -CONCRETE WALK 'R AD.;s 2X At- 1 40 -HANDICAP 5'fUBCX WHITE up 70 VAIN BLUE BACO'GROUND Ilk N 7TME0 EDGE DISABLED SIGNAGE PER 11, TAPER CURB um" STATE REQUIREMENT SEE DETAIL I0/C4 -ASPHALT CONCRETE FLUSH —COMPACTED P:ILL � �.- � /JL�8" 6" ;�r x V) --CAST IN PLACE Cu RB 4* STRIPS LAJ tI '-b'-OC TYP. AT 2 + SIGN -----------PA),lNG SECTION L_ --- 11 D___ I_I CY- 7" 3 L//���� .1 1/2" -------COMPACTED ROCK BASE 0' TYP. 0 3 -3* WIDE PAINT STRIPE -6`0 CONC. FILL FINISH CIO NOTE: TYPICAL • CION:�RETE TC HAVF STRENGTH SAME AS ADI. SLAB C DISABLED SYMBOL, ;4 OF 3000 PSI •�N 28 DAYS, PAINTED P 2' TO 4' S_UA#P OREGON LAW 1. A'_L DISABLED STRIPING • SEE DETAIL 9/C4 AND SIGNAGE TO COMPLY PROVIDE EXPANSION JOINTS 0 20'-0' O.C. WITH ORDINANCE ALIrW CJRB AND WALK JOINTS ORS 447,233, .0 CL A, PROIADF CONTROL. -:DINTS IN PAINT STRIPE 2. DISABLED SIGN TO BE MOUNTED TO SIDE FOR /67_ '0 VAN ACCESS LOCATIONS ------ • TO CAST CONTRA'TDR HAS "HE OP71ON 91-0" -0" ST MD MAY BE CENTERED CURB AND SIDEWALK AdONOLJT'HIC. 1 6' --Qt_.,(TYPICA FOR STANDARD DISABLED 41. (TYPICAL) 9'-0" AT VAN SPACFS. 0. ACCESS LOCATIONS Ir SIDEWALK WITH C.I.P. CURB- RIBBON RACK I(�sHANDICAP STALL K`q� HANDICAP SYMBOL HANDICAP SIGN z 3/4'-!'-0' lo -0. 1-4 0 LI NOTE TO DESIGNER - T. N.T.S. un Ot 2: V) NOTE: VERIFY RACK LENGTH FOR NUMBER OF BIKES REQUIRED in THIS TYPE Or %AI`+$OLE SHALL 38.375- FOR (5) SPACES. V3ED ONLY FOR P I PE 5 1 ZE STEPSOF 24" 04 LESS. if V) 0 T- ­FRAME AND GRATE < FLOOR SLAB F.G. OF RIM I I/ 0 0 L.Aj S C 0 BOTTOM OF SWALE 226.20 4' ASOVE FINISH WALL I PIPE BOLLARD, FILL WITH GRA.DE. CAST IRON TO t-X"rENfrj MAIN SEWER L.Lj 90 DEGREE SHORT 7"jRN 45' WYE CLEANOUT ;t CONCRETE, PAINTED YELLOW 130'!; 0 0 ELBOW HL,9LESS CAST 19'01, WITH PLUG. - T / (8- DIAMETER). WITH STA)NILESS STEEL SEE PLAN (CI) FOR LOCATIONS IE'=226.00 9AJND, TYPICAL AND SIZE. LOCATE MIIINHIOLE COVER GRADF APO IRAQ OVER LEDGE 7- OF AT LEAST 12' IN WIDTH 45 '_�EGREE SHORT SUMP coli CAST IRON COVER AM FRAW GRAD, or STREET SAN17ARY S 7::�m Dti ELBOW (SEE STAPOARD PLAN) SOLID GRr_j,.;7 AT BASE MAXIMUM Zl' FRiN SET rRAAf IN 4ON-SI`A!NKING Glllt,�UT 24-3/4" FOOTINC 4.• 6" 2'-0" TOP or FIRST sl!:? N TO TOP Of CA 47RIC MANHOLE TOP on - STING ECCE, 3)6' SECTION ELE\/ATION 37AMARD 4111* PLASTIC NOTES: P Mk*ME RISER 6 1. FOR PIPE S!ZE SEE PLANS. 48* FDA PIPE UPC T SHOWN I . ISTURISED 2. Fc = 3000 PSI IN 28DAYS 24- OR LESS EAR74 ON PLANS 3. OUTLET AT SIDE WALL. OF' INLET. SEE PLANS FOR PIrlE ORIENTATION. s0• FOR PIPE Zr* OR LARGER COMPACTED Q 12, "x. MDR cowREIE PIPE CRUSTED R= DOWNSPOUT BOLLARD Z 71; 62 FIELD INLET 0 C4 CL k r!A N.T. V) N.T.S. N.T.S. z D► A 6/10/94 m 3t' DPAWN BY: SF IN FRESH rz'wxur AM SL D rom s,rv.! SAAL� K VE011CALLI NOT 'A., A 3PArE'- Z' =WTER TO CENTER. INSIDE DROP MAXIMUM 2-0* �;AOU`T _j VERTICAL DISTANCE, 6,0, MINIMUM% I - USE SUBURBAN TYPE ONLY IN NON-TRAFFIC APE45. CHECKED BY: INvE_RT TO INvEAT 12- I-AAA COWA-TIED 2. COVER AND FRAME SHALL BE GRAY CAST IRON AS7M 1-48 :�_ASS 3C. DLW BASE MATERIAL;3., ---C) 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEAR k,G A,- AP0U,%-j. REVISION 4. NOTCH LID FOR LIFTING HOCK. 0 , g mlxw WM40LE 17CP1 MUST K Tior AND foft&, 41 • !t • CLOSING CwKwu. THE` wir ALso wrr Tbe Asym ts* FOP ffTMETAPOINC PALING D.T. urg SUBURBAN AND CTANDARD 4,11 STANDARD MANHOLE unified MANHOLE FRAME AN' COVER se"M90 011AVING NO. 010 Ld Jiro. RAVING NO. 120 agency j STANDARD MANHOLE MANHOLE FRAME AND COVER 4- 64 I-- z (* 15� V I_- N.T.S. V) CUTAWAY V LEW ft: 3,'4*=I'-O; Li ATCH EXISTING GRADE 3-3/111 flop PLAVIC WItly STEP E.L. 230.0 4* ran 94LVMIM S?CF DETAIL A 2 F.F. 230.80 GRASS LINED SWAIN t 3 aR AN WOW-114 BM -.*Wgftf 00 •I IN AS?b jll�$I C 4 MIT, Cw6ft 1111" *Sft r-411". Jim orrIw"Clall so IIIIIIIIIIII111110 f/l. w"t go. 0" A7 -AF ov 111111SUINA01ITS OF AAM A41% EAr,&ppAAM ell" ImAtIls" all REVISED PERMIT SET 2 / 16 `95 '04 X MANHOLE STEP V SWALE SECTION V) 2.94149 V) 10 JA r% A WL_ I 18F.. ry FFi3 0 1 1994 LM ED D 29 % La= STANDARD .120 7 t 4 F-- If __ _ IL C� 36'---0" MAX., 10'--0` MIN. p (SEE TABLES) v DRAINAGE BLOCKOUT - O IN - FACE OF CURB 3" I.D. PLASTIC 3/4" R EDGE STREET WIDTH PIPE W/COUPLING U I cc A z CL r 1" BATTER Vj 0 1714 ROAD In 6" 5" ---''- �1-- DRAINAGE BLOCKOUT -_ ' _�_% _ „ G VARIES --- - --- _ _.R/W LINE + -� 3" I.D. PLASTIC I 1 ��N 12 P.O+r' L • � ;I EXPANSION 6" X 6` __ PIPE W/COUPLING 6" I 1 2 J SEE NOTE 5 �- v, • is _ / CURB ar�T - �'` 5' Mlr; -----� - JOINTS�- 10 GA. MESH - ^_ ?- l MAX. 1 I T LTJ ' I b - - ROAD -•w-- 2 L i 1(Zi0 CONTRACT10 SIDEWALK „ BASE GURSE JOINTS B °v CURB JOINTS nO 24" ID o Z � - Irl 1. FOR USE ALONG MEDIANS, GUTTERS MAY HE REDUCED WITH PRIOR -2'SUBURADF_ -� \- 'l" of }/4"-G" BJSF_ROCK LA1 • o Q 0) A CE OF' CURES ``O O 1��) APPRO,AL FROM THE CITY ENGINEER. -� = c .► 5'-O' MIN. 5-0' MIN. �J (_) �c CONCRETE T H _ SIDEWALK ADJACENT TO CURES � w = 0 a" " 2. 0 AVE A BREAKING STRENGTH OF 3000 P.SI. AFTER 28 DAYS. I ROW ? m^ L6'- 18�-0 MAX: 18'_O0"MAX. 6-0 I. P AN _* 3. EXPANSION JOINTS: Z :%: o ._ W 9 I -j A. 'f0 BE PROVIDED: Y P USE EXISTING EXPANSION JOINT ROAD -�•--•*--r ^^'� c •• OR SAWCUT AND PLACE COLO TRAVERSE EXPANSION JOINTS: 1) AT EACH POINT OF TANGENCY OF THE CURB. �_� ` U • o t 1-1/2" EXPOSURE 2) AT EACH COLD JOINT. R -- JOIN 1. TO BE PROVIDED Ar EACH POINT OF f_ _ F '>' \ Q rn t o - - ------ ---. TANGENCY OF THE CURES & AT OTHER 3) AT EACH SIDE OF INLET STRUCTURES. SEE NOTE 5 Ir, o .c U -- - �_---- 4) AT EACH END OF DRIVEWAYS. --2" OF 3/4'-U' E?eSm. EROC,, , o a LOCATIONS AS REQUIRED TO LIMIT THE COMPACTED SUBGRADE - ELEVATION B-1310 GA. MESH SPACING TO A MAXIMUM OF 20 FT. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO A5 FEET. 1-1/B' ABOVE BASE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, SIDEWALK AWAY FROM CURES 2. MATERIAL TO BE PRE-MOLDED NON - WITH A THICKNESS OF 1i2 INCH. NOTES: - - ------- - EXTRUDED MATERIAL WITH A MINIMUM -- STREET T:JICKNESS OF 112". 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 4. CONTRACTION JOINTS: OF 1-1/2" TO 3". • - �. A. SPACING TO BE NOT MORE THAN 15 FEET. 2. PANELS TO BE 5 �EET LONG. - TRAVERSE CONTRACTION :.101NTS: B. THE DEPTH OF THE JO!NT SHALL BE AT LEAST 1 1/2 INCHES. � " 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, LJ l F COM ACTED 3/4"-0" 1. SPACING 1"0 BE NOT MORE THAN 10 FT. 2• c UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT 10 EXCEED 45 FEET. 3/4�-O" �.GGREGATE 5. BASE ROC -0 OR 3/4"-0, 959: COMPACTION. BASE RACK SHALL BE TO 1`L4Il:S ,SECT �)-A-A 2. DEPTH OF THE JOINT SHALL BE: AT SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. 4. FOR SIDEWALK ADJACENT 70 THE CURB AND POURED AT THE SAME TIME AS 'HE Lli ` �. 1. CONCRETE SHALL BE COMMERCIAL MIX. LEAST ONF FOURTH OF THE C:tOSS-- CURB, THE JOINT BETWEEN THEM SHALL 5E A TROWELED JOINT WITH A MIN. 1/2' RAD1J5 SHALL SECTIONAL AREAc. 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: , 2. CURB JOINT ,HALL BE A TROWI=LF-D JOINT WITH A MINIMUM 1/2' RADIUS 5. SIDEWALK SHALL. HAVE A M;NIMUAI THICKNESS OF 6 iNCNES i,F MOUNTAS,E 0 }--- ALONG BACK OF CURB. r. A. I.G. PLASTIC PIPE WITH COUPLING. CURES IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. Cif CONCRETE_ BREAKING STRENGTH: OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. y W 3, EXPANSION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB ! 1. TO BE 3000 P.S.I. AFTER 28 DAYS. 6. DRAIN BLOCKOUI5 IN CURBS GI;A!I BE EXTENDED TO BACK OF SIDEWALK N111i 3" DIAMETER U•�• a-• C= MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISH GRADE. SAW CUT' VERTICALLY 18" EACH SIDE OF DRAIN AND RF_POURED TO FULL DEPTH OF CURB. Q PLASTIC PIPE AT 2% SLOPE. CONIRACTIUN JOINT TO 9E PLACED OVER PIPE. .G t COMMERCIAL DRIVEWAY _ _.__ (400, TANDARD CURE � CURB AND GUTTER 4 CONCRETE SIDEWALK 00 - c CITY OF" TIGARD STANDARD DETAIL r''N vr�,w c�,+9_�Tp ,, � _ , _ J TY OF TIGARD S1ANDt.RD DETAIL n / CITY OF TIGARL STANDARD BEIAIL C "� CITY OF TIGARD STANDARD DETA-i- `J �WASH CO. COMMERDW SH. CO. CS-301 (MOD) •� WASH. CO. CS-300 WASH. CO. CS-350 O 0:� LLJ0 , 0 O Z � Z Q • • ' 1 8/CS--2 1 RCs-2 EXISTING PAVEMENT - DIG CUT REPAIR -� - SAW CUT OR GRINDING 48" 1 s/cs-z MI'J. 4" A.L. IN 2 LIFT, - I \ 12" MAX. 12" -- 2' _ 24" _ '%� 1 /" `� 1-I'95 STREET AREAS OUT OF STREET AREAS � 2-- SAW -___ ___ � +- r�+( ( .--2- f SAW Gl1T -- I -- x b x 6 _ ,K', `J.51M - .. EXISTING SECTION -- [ -' ------------- " - � 1 , #�' : T RESURFACING /� I_ 1I -___ _ _ __ rl _w� --- 1 AC / o ° n /��// - � ,u o _ 2" x S x 6 - - 19" 6� 2 4.`�►_ i G`* U °o ° °• 0001 0 0 0 0 00 I / +., Jao�o � o ° UCoOo�',G "o o0,00. - AGGREGATE BASEROCK I vo c o 0 o ° o° o Ua�,�o .,U � o 0°po�� °0 O �..______ �•''( / �aECTiON_ A_A EX i�'iE5 so-74 1 o // id QQ 0 0 0 0° o 0 o c v . 0 0 v I _ TOP OF CURB A C 0 0 ° j /// �'p o a o c, o v o n c7 0 / 00000 0,,'o 0 AS cz')'o 0�ovpo+-- AGGREGATE BASEROCK �- � � - 36 'MIN. � DATE: � Ali..:11Ill ° CLASS B �� i % 1�I , VACS-0F W-R� �U .._I�.�laJ 24' MIN. 2-14-94 111 i a._.__._.. ._. ° BACKFILL ° CLASS A _P,ILI. -- I -- COMPACTED SUBGRADE j�--T- ✓ - -? ( I DRAWN 8Y: BACKFILL 1 RCS--3 / /' ✓ APWA TYPE FOA 1- -, 2" - If ° o / / j 6/CS-2 /' 44r ----• TRAP OR EQUAL. '�1/`� j ° ' ° / t-4-98 � � '� ' /� •'� i I SEE NOIl - CHECKED E3 Y: °°° o °° /�j/ -- A,' STREET NOMBER 4 z Z: kJK / ° o o j//� STREET R t RE ASTON GRANULAR BACKFILL °° o ° m �i N` Iri °° 0 �� - -I11 MINOR COLLECTOR STREETS: ' � -' �_ _ � _ _ � �-'._8 k s a G ° °° ° TI- I 7 NOTE 5: �. �`'�`,�.�\'. 26" n I / 1 ° ° 0° / 3 1 AC - 4" A_PHAL TIC CONCRETE, �-�. /i �-•: BACKFILL IN STREET AREAS . - - AB - 3" (3/4" MINUS) AGGREGATE BASEROCK 1. POST SHALL BE SET IN CONCRETE � 26" DEEP. I• � � _ A�TOP 1O _ T I ALI 12" (2" MINUS) AGGREGATE HASEROCK � O .._VIEW __._.....� 1. IF S/W IS AGAINST CURB, FILL w - CN2. LUMBER IS TO BE STANDARD OR BETTER GRADE. l ' --- CO • ROCK TO BACK OF S/W. °- �� . r - 6 1. 3yj"x3)j x)k"x36"MIN, 0 o UTILIZE EDAP OR PRESSURE IREATFU MATERIALS. r r�' PI 4`x14"x36 MiN, 2. IF S/W IS NOT AGAINST CURB, 3 HEIGHT SHOWN IS U.S. POSTAL SERVICE-' SPECS. -- 7-A. FILL ROCK 2' BACK "ROM CURa. e-- r _�_.____ --- -- v -- `,. 4. FACE OF BOX TO BE FLU.N WITH HACK OF CURB. / 5. MAr:. OF 4 MAILBOXES EVENLY SPACED IN ]y j��1•.j�-� j(N,j__R s1N I`(PE� 24• -�; - - - y��_ 24` EACH CLUSIER. - FRONT yl .V� PIPE [SASE - • /-•, 5 PIPE BEDING AND BACKFIL.��. .` s TYPICAL PAVEMENT PATCH 7 _ `i1(PICAL. MAILBOX INSTALL"ATION a CURES INLET CATCH BASIN y ---- ; -2 CITY OF TIGARD STANDARD DETAIL (,`,�-� N.T.S�- - - - - �g-2 N.T.S. M-2 N.T.S. M-4-406 (MOD.) II 414 av h SOWom"" -___- _ _ REVISED RID SE1WN ' 1 -4 9a 2g 4 1 4g .r,", w, F F B 0 11994 FILMED,,, y. 1f�1 su ,. r� d �G Y F{t: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND CITY OF TIGARD \ W _- STANDARUS AND SPECIFICATIONS. ffRCS"- CSZj 2. PRIOR TO ANY EXCAVATION, LOCATIONS OF EXISTING U.C. UTILITIES SHALL BE VERIFIEDBY THE EXCAVATOR. COMPLIANCE WITH ORS 757.541 TO 757.571 IS P.EOU!RFD.-s� 3. ONE: AS BUltl MYLAR OF ALL NEW FACILITIES SHALL BE F'ROVIDEC .V TME CITY, BY � c THE PROJECT ENGINEER, ALONG WITH CERTIFICATION THAT ALL WORK AND MATERIALS o h CONFORM TO THE AF'PRCVEEJ PLANS, STANDA.?DS, AND SPECIFICATIONS. w (� 4. THE CITY'S INSPECTOR SHALL BE NOl IF1ED 24 HOURS 1N ADVANCE OF CONSTRUCTION COMMENCEMENT (PHONE: 639-4171). ZZ x N H N 5. ALL TRAFFIC CONTROL DEVICES AND PEDESTRIAI; SAFETY MEASURES SHALL BE IN PLACE 9j��II ��$$ L `TO CONSTRUCTION COMMENCEMENT AND SHAL'. 3E MAINTAINED DURING I Inch - 24 ft p NSI RUCTION. ^ f- . O 0 { 6. CONTRACTOR(S) 1.0 OBTAIN CITY BUINESS LICENSE. 7. CONIRAC'I.OR SHALL KEEP ADHACENT RGADWAYS CLEAR OF DEBRIS, MUD ETC. W c • ✓�! Q LLJ C) L 8. CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS, VALVE BOXES, MONUMENT BOXES, • a 1 • I S.W. /► y�-� CATCH BASINS, MAIL BOXES AND MISCELLANEOUS STRUCTURES TO MATCH FINISH SDAKOTA -- 1 .W. N DAKO 1 TM 8 E 1! I"1� GRADE. THIS SHALL BE CONSIDERED INCIDEN TAI AND NO SEPARATE PAMENT WILL C� N N 0 O G BE MADE. Z n N CONNECT TO EXISTING W • o ch m CURB t_ -*.__.. _.._...... 51ORM DRAIN MANHOLE LAI MIN LF, IN = 225.12 v0 C4 N � „ w.• K - ,. ; r 27 L.F. 12" C.S.P. 13-+ Z 3 Q c • PT STA: 21.63 1 •�� � � �, R - SAW-CUT EXISTING EDGE OF ® S-2.449G \ OFFSET: 10.05 RLJN aPAVEMENT 2' FROM g Y to 1 u N E.O.P. AND r.,.,E OF RB e U • p o t x TYPICAL _ o c PT STA::11+19.85 w ANGLE' y x x .> to o z , 9+00 10+OU VVV s1 X u STA: 12+24.88 ' c n 14+00 - A: +23.52 c� G a N 1N t00 c�r?Ic. c~ OFFSET:'13.00 R 12+00 � /� OFFSET: 1.;.00 P, � i �� OFF 10.06 R N „ (SLc�loll x eases or aLaRINGs « ... µ._ ret} C N TRL'CTION_" . ---�--- - J/ ATC ,EXISTING j� S 00'10'48" F. "1620.42 (2620 37 G� it -+«- �• ^ r I --- PCC STA: lU /6.70 N CURB A,4U SIDEWALK V) 1 BEGIN CONSTRUCTION -, - w_ -- o "_ i I �� OFFSET: 20.34 R • - _ _ PC S1 A: 10+G5.49 5s .. - r3 d� OFFSET: 25.63 R yr; -. ry-- �I - " MATCH EXISTING --- -_ co I 1 :CURB AND SIDEWALK cy- r - STA: 12+95.20 ' J +I � OFFSET: 10.86 R__. �. A ; �. .z4 t x' Y' y cv c� 11 INSTALL STD~C.B. Lj T.C. = 229.65 N U a "I cqo h, �•�, ¢IM 1.E. OUT = 225.78 CONTRACTOR TO ADJUST Z u EXISTING CATCH BASIN TO FINISH GRADE AND w C l CURB LOCATION ^ G L� W � Ln (P ....) N k JA 11 • f;) I I, 111 Ln 1 i � rolnr � O IL) U 00 y CO CD O+ qL r i 4i a r� W I vv z ! `) 4RL KOaCI�' + " °° 232 �Q >v w� N TOP OF CURB PROFILE + o c' �N 232 Ext�IRES s q wr )a Qa w �N N °'� "' �"'�rnW DATE: 00� �'' J i E=XISTING GROUND PROFILE ci+ja, �N .t 0.889E O`" �`' Al CURB LINE �Q y �;`' to No 12--14-94 - r�'v w f`: > l N s DRA,YM BY: 2.�0 - _��_ - - - - r� �� 230w LLJ N LLICHECKED By. pp 228 / \ ____r•' TOE' OF CURB AT u .`_y-/ � ,_ r £Di110N DRIVEWAY DEPRESSION CLOSWC PROPOSED GUTTER PROFILE � � �` DAT£: 1 -4 -? 226 i L 2 4 224 C S 1 cw 10+ 00 11 + 00 12-.l- 00 13 -x- 00 REVISED BID SES' 1 --4-95 294149.00. ' A IIH011994 FILMED,