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7450 SW BEVELAND ROAD-3 l I PR �� 1►CG'INt� 1 RK 15, EXPIRES l E ENGI�NE RING Y 6} 222 NW DAVIS ST SUITE 403 . - r ,, ,. Portland, OR 97209 I ,r y - (503) 225-1679 rt r r sar a ' ! VAMEWWWW1 sNr r AN C PROJECT LOCABON -� lb1 7�! -vi Em4 chwi as "-- %� Vic" See �,t,°i to z Osr W � eaziow— �--� ' �aiarsetiwar rY� I Do i w cn C� r P.C?OJECT SITE d ¢� w VICINI "TY MA P r � • CIVIL ENG 9 LR 0 , _ oGENL-RJ�, L NOTES S H E E T I N D E X DL ENGINEERWp AND� PARIS & ASSOCIATES, INC. 1. All COWMJC7M Sihl,AlLL COWUN 10 61M'ENT StWDARDS AND SPECIFICATIONS OF THE CITY 222 NW DAMS STPEEI S. UM 4013 15962 BOONES FERRY ROAD OF TK*ARD• OO —I�S ON: APFIRW/AL FM IEIE PMS• UWORM BUILDING CODE APPENDIX Co CO VR SHEET onR'PLAND, OR 97209 IL/bMCE JSWEGO• OR 97035-4351 CHAPTER 33 AM PUBM WROIiE�EMiSia Sly AGENCY AND WASMNGTON COUNTY. CONSTRUCT TRUCT PHONE• (50'3) 225-1679PW NE: (503) 636-3341 SPECIFICATXtS FROMM. C1 . 1 EX15T'ING CONDITIONS PLAN CONTACT: GAt' lIl� �..�.. DAR� CONTACT. HARRY .SALo P.L.S. 2. ALL UTILITIES SKALL 10 MASIM PLAN SPECIFICATIONS. CAVA � Y 11 ALL F OMIS"IS OF ORS 7:57.541 TO 757.571, INCLUDINGNOTIRCA TM OF C 2. 1 GRADING 8c POND PLAN M. DA1B eIr 3. THE EXCAVATOR Mi4ASr .iA�l _ 1 THAN 1fl BUSMESS t>AA� � ��FACILITIES EXCAVA•TIOPi. T 48 HOURS, BUT N07 MORE 0 � I L 0 T Y A N D SER V 1 C E , PROM OF C2. 2 EROSION CONTROL PLAN AND (DETAILSAV? lumms - r wcr 4. THE OCiN7RAiCTUR IS �t `ONS COM -:NG SEDS"T TRANSPa^T IM RUIN THE PROJECT I RL1MIT5,, USING; M&-�>PK ;S FOR iEXOF'� C04TROL AS APPROVE(, BY 'HE CITY, OF TIGARD I aw OF TIGNtD PGE COMPANY AND THE uMFXD sE18Z9X AGENCY OF WASONGTON CO. C3. 1 UTILITY PLAN I 13125 S.W. HALL 3LVdD_ 14655 S.W. OLD SCHOLLS FERRY ROAD TiGARDr OR 97223 �A'�,sERTON, 4R x'005 5. THE CONTRACTOR IS TO �.I:�,wE MME ICT FREE OF DEBRIS AND UNUSED MATERIALS UPON MuFtElm C'4. �I DETAILS Attn: BRIAN RAGER Attnc JM JOHNSTON/BRIANJOHNSTON/BRIANJOHNSTON/BRIAN "�OORE 8. THE t;ONT'�r�/1+CiaR SMALL DOtIMa►1E 111E M»sTAa,LATIcN OF THE UTILITY SYSTEMS SUCH AS POWEP.. Tam. G04 CAKE 111, EM'S., WTH EAi H INDIVIWAL UTILITY COMPANY, PRIOR TO C5. 1 NOTES WA TO? DIS ,�pR� FINAL INSTALLAIIIOIM OF 111E StIslElMs TUALATIN WATER VA 1EY DISIINU SAL TELEPHONE CO. 7. THE CC NTRZACTUR S HU%L, KAINTAW AND PROTECT EDSTING PUBLIC, AND PRIVATE UTILITY LINES AND C i 185o S.W. 170th AVENUE S0 S.W. BURNHAM — 2nd Floor OTHER PUBLIC UVLnY Somp0bomm 11W COMMACTCiR SHALL RESTORE ALL PUBLIC PROPERTY TO .J ALOHA, OR 97006 70GARD, OR 917223 IIs 0FdG04AL COAMIOM UPW CONKEFAW OF vrc>W PROJECT Attn: • ESSE LOMAN Attn- SUE SMITH S. T'c'WIF'ORARY CROSIN COIMMO . WWOODS N VW REMAIN IN PLACE AND BE MAINTAINED UNTIL NUMBER MNT001 PEF 1AANENIT EROSION CXWTMX M E700M AAE 01 PLACE AND OPERATIONAL. FlRE YSIRWT 04KE SUMS 9. ALI. AREAS Tap RECEIVE FXI- SHALL BE STRFPW OF ALL VEGETATION AND OTHER DELETF,RIOUS Date: 8/21/00 TUALATIN VAu.EY FW A%D PESCIE TO CABLE SOF TUALATilV VALLEY MATERIALS. Iii Si" MAIMU" 91W.L ME REMOVED FROM SITE AT THE CONTRACTORS Scale: iS NOTED BEAVERTON OW HALL. 3rd FFiow '142W S.W. BRIGADOON CT. Eaal� NOTICE: ---- $EAVERTab, OR 97� eEAVERToru, OR 97005 10. �c� T�, UCRW I �2�� PPER ��R I wGREHT".il` H-uAL�...AN of DL ENGINEERING ASSUMES NO RESPON�'IB/Ll Tlt` FOR CONFLICTS Drawn B�. �I_ ^ Attn: ERIC I�IdAI�.Lf�1 A�tx�: CRAIG. EYESTONE TME INSTALLED MW- ,BETWEEN GRADES SHOWN IN THIS PLAN AND GRADES REVISED Designed By: JRU 11. NO MATEWAL '9LOMIUVIOgs OR (DESIGN C.F�4NGES SHALL BE MADE WTHOUT PRIOR PERMISSION OF AFTER THIS TOPOGRAPHIC SURVEY WAS PERFORMED. THIS IS �S � P�TArI, W� THE E Checked q;: GID NORTHWEST NATURAE_ GAS �. U.S. IvOs�► OFFICE _ DUE TO A CONFLICT BETWEEN DATUMS USED BY J--U--B 220 N.YIO. SECOW+1[) A1PEM9E 12210 SX MAIN STREET '� M�� S AND AMENDMENTS SHALL 8E ENGINEERS INC. AND BY DL ENGINEERING, CONTRACTOR IS TO PORTLAND, OR 97209 MOM, OR 97223 VERIFY PERIMETER ELEVATIONS PRIOR TO CONSTRUCTION USIN Attn: SCOTT PAL11�1R Attn: CREITON wll[.!S/JIM STEWART 13• w- �1 1K euaoMwc ESYYEL�E'S SMALL K r�.Al�u �, 12" LIFTS AND SHALL BE DATUM CONTAINED HEREIN. OOWAi= TO AAS10 M DIY. 1KCOWMACTOR SHALL EMPLOY A GEOTECHNICAL ENGRJEER TO HEST ALL FUM NWS• IE'ST 011MI SHALL BE SUBMITTED TO THE CITY AND TO THE EXCI EM Two 6W swN«b ped. suPmoo.00MANT20004IM3 lot 13 - -_r.. ...,f.. a: ._._ - ;wrs x.. .ra. . _.' _ _ _. ._ _. f-..._. _....+Yr1 --+.i..SMF.++'-_" "...^"".�+_�.il'..«... /• ,. • �� ,�"...-._.".•"'r.._ --- ..�.._._� . , �. ' I - _ - ._mom,,.n......+/! .•�� •"`��"R"'^� r � t... , 01 . n s� . 1 • � f!i IIlI III`lill 111!111 1111111 111111( Infill 1111111 101111 lil#1jl IDI 111011 Ip�INII IININI ' . 4 II IIII�'I tllllll illllll I I � ! �" "' II I (III I I . I (III I�llillllllllll IIIII I�IIIII Illlllll�lllr�l ��IIIII llllili IIIII IIIIIIII 1111111 1111111 II I II I . lom-III 1 lift r � b, . I:a new 1 u�"nld -0,in '� titth�li cathl�ilwth►"��h��1t�11f�linlhl��rmhi�ilunli�ilnnh�ilemli�lunli�llndtG�ivahnili�t��ltrrhl�liuihi�luuh�lo�d� � �llfar/11W1Vaery a.....w.r+.a::.,rrr......e..r....-:wwaw.ss.6T•...lur•�Rer+r111..N�wrs. -�..-r.o.. - r . ` .. .. . Mw _ ^.+wr+1!MiVS' .�!►ra.-+'n..�..__. , � a.+.. .sn. ... . ._--. ...- _ ... ^'ll...iw n ]rkai .. . �`••.7y !T+IY�I.rc,r..•.r-.RK1r . .+�. �.r- r ... .+�f..Nnn .,�..:. . rte.-•t•�^aam' r.Y .� .t .M.•[a11F.. '11a n:.. ,. . .... .,,. , � .. .. M TOPOGFUU44C SURVEY FM- E VE nnG _ N PACWW RMO BEING LOT 271 SO PAJW qq IN THE NE 1 /4 SEC. 10 T..2S, ELIWlr WAL !I WASHINGTON COUNW.. OREGON H ERM OSO r + MAY 179 2000 MAP 2S T T/ p PARK . G SW ISAM ST _ /' '�✓'---- Pmtkvmd, oat 97l;Iv 07/4 scm 4w JD A5w%ft.T ROOD g EDGE OF ASPHALT ` k i come �' EDGE OF � , `� Crl ASPHALT— w GRA . ON Ro ! / � E as rm.aE. irk 'tE■tattotts ASPHAL c> Ex lou o int VIA v yz 1 I � + - N ffvrw CUM- •• ASPHALT Q4r I�tS x �� , ,� F, Tt onttottts � !��C, 04 (n tr aim tEL�oic ttwt z z LINO FOKX `LOTONE �, � � FRAME 25 • CAW.' HOUSE 57 � V�j Inr taeoettorsa z L�oT Z 0 28 P1110 .4 $'• tUHERMOSO rso�aGisilfJx ; •''l+,r, � ., ? xt9d.lCRNo LOOT PARK LOT 29 " 27 0=4 r PAD • ONE aroter WOOOl FRAME 'r/ SPR, 44 W ,�JO JSGQ10 X200 X~ aw J Ir tlt#CH S t1Ew �� oft PETE airaA rsi.we war rnt tarfw! 3mv E tELOOi ardl a rpt,aae�x um=cE Ir O'WI XIpT.Idil[1 Lm run Axw me ww v" 8 86'37W Lr dr s Am"r E oars 1. EUVAIMS ARE ON HIM 29 DATUY, BASED ON A aTY OF Wm4RU "CH FOLM MOORNtE NT AS NOW aloEtar�M�Dx SWI' — SWT 0"AW N /AAX A X BRASS' LTV51C LOCAIED AT TME SE CORA" OF HAMPWN 5T. ! OMO 4vx Tw OF LwAm -- Spor aEVATAOM AAD SII' 72W AVE 1/'TH AN MOND 29 ELEVATION OF 221.84: LR_ NOW ROA gpagy�;x 1W Ax A9p1lALT -- SPOT ELEYATiQM ,! 1>'E 6IC�UIIfDARE'S AS SFAOVN ON INS MAP ARE APPI�OJfM/AJE ONLY IMS M'/� WIN YELLOII'PLASAC' CAP ,oioetoiac�cw�cx ftp � UANIG7�7!' — SFOT E7.fVATIIRV ..�_.��. YAP DOES MOT ROW.30IT A SL# VEY M BE �i'E'COM IED. BUT wAS DONE Fm �Oa UT&TY POLE ppElg x iw Off• cost/ -- SPOT SAWaev ~� S11E/yupo #*,oj JlfA 7w ONIL Y: IM �r MOID UAHT ooaoa7x AMID or PAmD#L wT — SPIRT aEVAi1 v 3 TMa SURVEY ISNAW FM W ORAp ML PUTCHASER OF THE' S WWY OAtY. D 500? LAW?A1 paaomx ENE OF COIiIoL`IWX — SNOT EZ,EVATIgAI �� '� •• AM PARRS & AS'SMAIM Alk: ASSE MIES NO UASIUTY FOR MT RUATIpN ■ SAAMT4IPY SEVF)P (xEANOi/T (SS00) onnacax EDGE OF pTilIrE1 — SPOT ELENA1iOrM ?IIOMIV HFJTE�71A0 117 ANY 01MDP AN511TUIlAMS CR SUBSEfiUEA�T PUIRmAsms ELS 1�j' C Ole IME PROPERTY ■ ELECTRNC OUTLET aonowAcx Off OF A3r>t4LT — SPIOT ELEVAIK.N _ �'' � * SLOMY 6 VALA7 ONLY Ar .FW7 HAS SEAL AND SIONAnmE OF S1 RWYOR. ■ WON WEN amomp" FMISIED FW0JF E7.E'VAIRW — SW SEMAW b NO ATMFT HAS SEEV AIWE AS A PART OF WS SW EY M OBTAIN OR ■ Ama a" momx CEJ111EA m aF AE1Al) — vvr Mama l sraW DN TA CCACMW E717sTEAAX, Sri DIEPI><I, AAAiq►T10VN, CAPAan; OR O STVRM DRAW MAANKXE (SOW) FLOW LAIE OF CUM — SPAT ff1E11 MM - -- LOCAllglw OF ANY UTEITY OR AN/NNLpAL,/"JC SEIRVIGE FACILITY. FURO SAMTARY SEVER AUNH�OILE (SSW) � � � #0DWA TI N AE"90M MNC AESE U77WES OR FACITJ I!'Sr PLEASE CONTACT ----�...--•---- TME APWROP1PI41E AGDVaES N GIS VALVES ►, G 1ME LOCAIM AAD OR EVSIDiff OF UTILITY SERVIQE LNME'S TO THE PROPERTY SL4?WVW ARE MMIM MN AND ARE NhT cwAm, Fm #IWRMT GRAPMC SCAIE 7. SUMMALE MID E IVWOMMENTAL lxr W TJIOINS KW NOT EXAAlSM OR COAMERED AS A PART OF vis SY/1PVEY. NO STATE Dvr IS MARIE fr 4 AOMKE1t W IME Ea051EMLE Cr l/11+IAERQRO(M OR OVIN 4EAD CIONTAM RS OR FACR.ITIES THAT MAY AFFECT TME USE OR OiEMOfMEWT OF TMS TRACT. At TMS SUTWY DOS NOT CIONIM IS17W?r A TITLE SEARCH BY St1RVEIM. " w MT VT 1W Vn.ET EASEVENM TY iw AnEwwrAs�ww uA E ow tkow E tE� VO S'lOVWY TO SMOM SUCH IAAT7EgS 1HAT MAY AFFECT 1111.E ;Are► wr pan -wage*jump wp 10 `": , Ili ; �f lI��I� 1161111 !1!!111 i��ilif I�fil , �IIIIIi !111111 fli�i�l. ill! ��IIII eil�tll til[! . - /., . I ilil�ll I�II�II IIII�II I � f � , 111111 VIII{I�fllllil Illllll�illllll Il�llllllifl I� I III . 111111. III I , . . � NOW. tn� t uul r tlt7filnnitRdtt , :AL 'i° .qra.. ..,�.-.1+.�..w.[7► - - - •�y�°r'� n „ - ,.�,arn:r.+�...:,+.wr••d� .. ... ..........�;�-....,rr.ir«y�Yr+w`w.. i. . r F[ AL ,O.� i93.50L ROAD WORK W I TH I N THE PUBLIC RiIQHT--C0E-�•V�YA1 MApIN0 NOTES: B.O.W. 192.50 AT PERTAINS TO THE W I DEN I NG OF SW, SE.VrE1L.�Q�iW� DR I VE I S TO BE C�OORD I NATED W I TH THE ILL'S 1'• NEW CONTOURS SHOm ON TFMS SHEE1• GRAM. PA4� HARDWARE PROJECT. SEE APPRO:'i.. J-0-8 IPLAil , + ATTACHED TO TH ; S SET OF DRAW i h10S 2- SPOT ELEVATIONS SHOWN ON THIS SKEET FAMSENT FMA& PA>�%1 T •' c� ti� 19160 GRADES U NOTED OTHEIMSE (TOC-701 OF CURB. •. 3 SUBMIT COM PAC71ON TESTS RES:kTS JOINTLY TO THE ARCHLY[. 704, � _ ----+-- OBER, PAW WASHINGTON COUNTY ALL FIU Wl • •4r / 4L � ALL OL57LXWM AREAS IIIc "ATELY AF10 T.O.W. 193.00 �Py I. ONR� Ili ACCORDANCE WITH EROSION CONTROL AMI ' • . . • • � � • ` ' B.0.W. 191.50 UPW 12-31-01- -5. Alt a 6.0 C �►EE S O MWAiulc p A /gy p��+ . . NEW CUI2t3 AND GUTTE �REV I A T 4!1�l J •••w • •• • •w• f. AWATIGIOSAL I,�, , AC FAVI REMOVE EXISTING C ?f�Illl E1IKUSTII R!•a'w• BOTTOM OF WALL ELEVAII►"Bi ` • ••••••• • •• ' T. .W. 193.50 AF �17 ,AUIIIQ► , 1R 1 1. S.O.W. 191.50 r 1\1CIF CUBIC FEET ENGINEERING 3 7-, \ A\ `7 .\ CY CUBIC YARDS 222 Nd/ DAMS ST ®•- ELEVATION SUITE 403 I _ T10-0.. rlieo ;" Portland, OR 97209 sl: ON CENTER DETENT ION POND N (503) 225-1879 _ ' •. r ' '� Tom, PIPE PERFORATED PPE ` • T.O.W. TOP OF WALL ELEVATION + I �•TE�`�IT. ! ON P(��+ID mTTOM OF POND EL. 190.50 WATER QUALITY VOLUME = 248 CF °'4.50 1 -- � DETENTION OWN VOLUME 222 CF WALL S I TE AREA 1 NFORMA I ON RET/ T N I WALL i I / /• FACE 0f ---- ---- WALL 196.501-/ I e? �, -°1108 14 OUTFALL STRUCTURE W 0.5 CY R I PRAP .I 8AA71111c 11 �i1103 a AM 3MAKGL r ft.'St F�IMI ArD�Y16 9/FAt13=033 ACRS 7• V ., •' � LET/It>W/BE/1l551lIE�1($-a19AlI>$ D4l1E�LE DITCH INLET, SEE SHEET C4. 1 II � ApiRE,IA (�II:YAQIl 1111 � �-i FOR DETAILS PQ ' II It.A'g►.. •" I 1181111N II9�;.� 18"-36" STEM WALL Em4 ' HEIGHT VAR I Ez IIIS1T111q�i lQ1fE. •L IC VAMLIL T 1 ONS AND MA 1 NTENANCE PLAN � 4--- II GENERAL PLANTING NOTES: STORM DRA 1 N DETEN T I� ON F19ND � l 4J� 1. CONTRACTOR TO FIELD VERIFY LOCATION MOLD DEPTH 9F I . MNAN►` TK VE+C,ETAT I ON I N THE POND PER I OD I CALLY TO MA I N TA i N � Q ALL EXISTING UTILITIES. A* A HETI C APPF-ARANCE, TO RESTR I CT THE GROWTH OF UNDES I RABLE V AfrI*#. AND TO KEEP THE COVER OF GRASS DENSE AND V I GOROUS. 2. CONTRACTOR SHALL VERIFY ALL QUANTITIES, MEASU NT$ O AW) S I TE COND I T 1 ONS. 2 �r POND VEGETAT I ON I N AREAS OF POOR PLANT GROWTH AND I N i 1 E, „• 3_ PLANT MATERIAL SHALL CONFORM IN SIZE AND WADE TO OW 910YS W I TH APPROPR I ATE PLANTS. THE AVER I CAN STANDARD FOR NURSERY STOCK' CURRENT I. � � P01+?!� VECETAT I ON REGULARLY DUR i NG THE ESTABLISHMENT Z � Z INSTALL AREA DRAIN I T OM(* A11M'! AS NEEDLED IN DRY WEATHER TO MAINTAIN VIGOROUS GROWTH. SEE UTILITY PLAN 4. TOPSOIL REMOVED FROM SURFACE IN P'A'�A1icAT I OW >=VR 4. ! ( I S AM L I TMI REGULARLY TO KEEP THE FAC I L I TY FREE OF LEAVES, I _ CRAD+I NG & I ON SHALL BE STOCKP I LED FOR A M 071i0F OW I S. PAY PART I CULAR ATTENT I ON TO THE OUTLET rC IN LANDSCAPE WORK, OF QUANTITY OF TOPS'O I L. 1,5 V ANO OTHO OUTLET CONTROL DEV I CES. � !, ,..••.., """• . f r 196.00 I NSLIF'F I::I ENT, THEN ADDITIONAL TOPSOIL MAY OE K-W RM• � Z IL°S !It1 U6�Mii IilEil"Appigl OIIIIK W'AQI.0 gj. I� �I MEWT DEPOSITED TED I N THE POND DURING STORM EVENTS AND W .� ; .. I:�I.uM.• �. : 11�� 1OP'SO!L FOR PLANTING PITS SHALL � Ct.£Air, FST 11„E, r 32 . FR I ABLE, NATURAL. TOPSOIL OF LOAMY CHARACTER W I THOU"T Tit TO GRADE. = t ' ••.. ADM I XTURE OF SUBSO I L MATER I AL, OF TA I NED FROM lA WL.L :" '� 11 .7' DRA i NED ARABLE SITE. CHARACTERISTIC OF LC►AAri AVA ILOdU 9W*I R• AREAS THAT FORM CHANNELS IN THE POND. 'Q� i 1 N TIE VICINITY. REAS0NA81 L 1 TY FSE F CLAY. L lNrrl , COAl�E SANDS, STONES, PLANT, ROOTS, STICKS, AND 0'T 7• I NOT THE PUNA AT LEAST THREE T I MES A YEAR: LATE SUMMER, MID-WINTER, If 111k"-W A ilvim IfiI a FORE I GN MATER I ALS. TAPLY' SUMMER AND AFTER ALL STORMS OR TWO INCHES OR MORE. �--- 18" STEM WALL T.O.W. 197.50 7 woux 5L CONTRACTOR TO WATER PL/t A' i NGS FOR It- 100R" LdCAL IBES I DENTS W THE PURPOSE OF THE FACILITY AND THE -� I AE1sm OF KEEPING IT FREE OF GRASS CLIPPINGS, OIL, GREASE OR irN47C A YEAR AFTER INSTALLATION. ALL PLANT I N►APPROPR I ATE MATER I ALS. SLOPE NOT TO EXCEED 2.0x I N MtATER I AL AFTER f I NAL ACCEPTANCE FOR OU''hT I ON OF �E ANY GIVEN VEN DIRECTION FOR YEAR- PLANT MATER i AL SHALL BE AL 1 VE .'- •a I M SAT ISI~ACT4RY L -3 D M Si1G I V PARKING SPACE _STH AS DETERMINED BY LANDSCAPE ARCA I TE�:T AT 7� � _.''' ?- f - ACE -fes PLANTS FOR GUARANTEE PER I OD.ONE YEAR AFTERINSTALLATION.ARRANT ALL 'LACZMEtT N T I NG L ECaEND / d. FERTILIZE TREES AND SHRUBS WITH "AGR I FOk6I" 21-URAM 'T.$9%CT,, WT AOM4 AI I Xn*E - X �, �� 20-10--5 AS MANUFACTURED BY At*I FORMA I NT T ZONAL �NffiM) +- S WALL FRU'!TED BULLRUSH, SLOUGH SEDGE o J NEWARK, CAL I FORN I A. 2 TABLETS PER 5i^►RtO, 3 TABLET$ +� 9PIREAD I NG Rt(SH, CCV/,MON RUSH, TREE` PLANTS PER V FT) 7. Milt'.CH SHRUBS W I TH HEMLOCK STARK, ED I UM RBV. DATE BY r .�" F:• ....,• a METHOD OF SE>�I NG MAY BE VARIED AT OPT I ON OF� 17R*th T 1R MY AWA AI I XTE i 9/3/00 IML i t �►�� I ...ry �' WHEN APPROVED BY LAN0f fA` PE ARCH I TELT. HYD D SALAL, OREG W GRAPE; RED FLOWERING CURRANT Zli ,�,, . • -- �� i A[!D I T i VES: riJ�'ACED • 1.0-1.5' O.C., TREES • /0.01-110, 0.C. 2 i 9/19/001 I M L MULCH ^�^ ' 8, -;C- WOOD F IBER' MULCH A ' ! ! : Y• :' SC&E.• 1 g>0' ` TACKIFIER 4(, --�- t c l b _ : ': i.• FERTILIZER WEi: Or P SEMEN ORGAN I'C T,�I= '''�•�'' 10 5250 10 , APPL I I` BY drIA1MUFAAcC'TOW -- ` 9. WETLAND SEED M[K: � ERCEN7A+GE.S ARE BY SEED CUUIIT '1� ��T ELKA PERENNIAL RYEGRASS lox I y AV DEWY B I RV1700T TREFOIL IOM: i i °i � A --(f�I(lIS1f illgk� �Iq � COBRA (2tEEP I NG BENTGRASS 1(i�L END STEM WALL Sim •' NATIVE RED FESCUE 6C?9L h GRADE O FACE OF \ WESTERN MANNA GRASS 10% • WALL - 196-00 --\ \ APPLICATION RATE- 'AB./1.000 S.F. ` V17PROJECT ` ' Ili. ,/� NUMBER MNTOO1 fa OREII POND 61YIOrr6 (OK SHOWN P1110-m mm9 SIM w - - - -� �ISI AT A RlfiiE�311M3./1,i000 SAF. Date: 8/21/00 s �, _�__�_ ; __ �` G At X • IFA" O 1 I. RESEED AREAS WH I CH FA I L TO PROV I DE UN I FORM 9R*M 524 , (VW111 • ` • ' • " i I VII►ANLJL : p997� ALL AFFECTED AREAS AR ACCEPTABLE TO THE 4AINIBR. Scale: AS NOTED 195.O0J 195.00 EROSION CONTROL MEASURES SHALL NOT BE REid01�'rJ 'J�AdI AL S rS 1 I$ . __ � _. N COMPILETEL•Y VEGETATED. ALL WASHOUTS S iAU- ME 4 PA "M AMID ft- • • Drawn B JRIr 4• �,- SODDED AS !E1=DEla. y' Designed By: JRM/GID 1\.zl►REA DRA IN . ` . • . + . IME!r R I M 194.75 �- . Checked By: GID GRADING AND STORM SEVIER • " 'M� � iTf 'Tib , I HAS BEEN REVISED - IIr�TFil=f FUTURE LOWS S HARDWARE S I TE .9 POND PLANTING PLAN 7450 SW 9�wtand Rd. C4 N.T.S. euP2u"363,s1n0oao0o4a 3 of 1! _� •t �..._ ., , fir'•': �r �Il elf IrEllti Iiliill,�iJllil fill .�. . I .aM pil��gL��Nggb�lN �N�wN :. .::.a. .:;, • . I !!il111 pllllli Illlpll pilllll lIIIlll�lilllll�lill�� h��i11 �N16h p I I I I .� , .,,• � I �iliN illli . Milli lllll�ll�l11 II�IIIIlillll IIIIiIII - f 111-1 • , • . .w....-�.r_-w11rY.. rr. ,-� , .. ,y, ...,-.T..',��. .J; 'i'+17k'.A..,:,.... .y s;.•ntn:M ,- *1GNil .ic,:•.,.r.,...yw. -...w•.qya... ..r . �,.�,nyr,w„F�,t 4r ... ...moi++.., ...��„s.. •MM,O�I,fv •.w.ysnwuu• ,.+w. ,�,,.... .y1M'�.rw..... ..,r,.errv�. .nw,. .. -... v.'•e-..:+C-... .,,.. m.r.,..,,. ._i _.. _ ;.�.a _, _.. a. - -..^,. �t�.-.:ainr+..• . - ._. L vX Ilirll►dir MAW Unowo rAA/tt 1i AMD N0r1PY ENGINEER -IARDWARE PROJECT. 10 3 2,5 0 f0 �= �,PA wow 19 SD - -- ------ --- - __ XIS'f)NG STORM DRAIN Eel IN IMIQ ! t SS -`� __ �_ _ - - - __ 12-31-01SS r 1 S � S . _. SS � osis -3�-0t NOTE: x SW' K D DR PRO IEG T EXISTING UTILITIES O COI�M�-CT TO STOW OftAM SY'S'lEli// DURING CONSTRUCTION `WITH 6 BACKWATER VALVE ti� AerAL Yrl�l . . .. U _ --- - - - ._ - _ _- - sro�N SL:II NAS ENGINEERING FtAE �IYDRANT DRAIN i _" �! lREV 1 Sm 1` ... RIM 194. 0 `: .� lJ 222 Nle DAMS ST . ____ __ I 1 10 � ��. �`' CLrEANocIT ",.-• ti ,� AIM 111►7.00 3 SUITE 403 1!2.92 C4.1 d �� .�." : .� (� -•- rt Portlan OR 97209 �y r i , (503) 225-1679 CST To EXISTM UNITARY � r.� -, OH __ , - � �----,_____ off RAMI Irf0�1i1 BOOM= OF 10' .0j O� " �-- LE 3' TTP. � AW COWLCM 0 ITCH INLET Af3BRE1/IA T1�G►I�S 3 ROD inn '•j �! ` . DITCH t' 1 I.E. 191.46 --10 DOl18LE CHE K 7 �I .F N)4"PVC=196.50 '19? �'� •' ASSEMBLY I.E.(r)4"PUC=196.8x' SD STORK DRA I N C�1 ORfi� ' 6.7 7' �o � C a`x6` WYE " .�:' 1' `WATER LINE TO I E "PVC=196.69' SS SANITARY SE VER f � I.E.�E)3 "PVC =1196.69' 191.36 y BUILDING WATER SUPPLY �A i�IM � CONNECT 1" `WATER LMS 2 OW 'f-75 � p I .E. INVERT ELEVATION I TO EXISTING WATER METER ' 04.1I ' �{ {yt_ET QUALITY PON SYPHON CAT,^,H 4' a.+ p 41TC 1 : EXISTING WATER Q� Sm SLOPE BASIN RIM 193.15 "j RIM=1g„ 57 196.84' IE 191.65 ,;- `' lw I.E,(N)4 PVC= s• ;lP• PVC POLYVINYL CHLORIDE PIPE RETE LF N PVC a Ii' EIlE�11M0YE �` �t�OCK �1A LINEAL FEET IL o '". _ E0004WOUT i IUONI Ami. ..r ,''' iiE 11L'�•71• . ' • IE 193«00 'W/ •''' �J 4' PVC Q 3 4b C4,1 !, I^• - I•E. 193.00 � � Ch STORM DRAIN NOTES f: Z TTP. � ., ,� • RAW A •t-'~, ' .. 1. ALL MATERIALS. INSTALLATION. TESTS AND INSPECTION SHALL BE iN ACCORDANCE 07H M� CONSTRUCTION STANDARDS FOR SANITARY SEWER AND SURFACE WATER MANAGEMENT `a I.E. 194.00 AND STS-NDARD SPECIFICATIONS PREPARED FOR THE PROJECT. �� M� -,, 4 PVC g' DOWASPOUT COlvnIECT TO 94#101M�" H PE O&1E;R 'f.1I111� �1 2. UNLESS OrHERVASE SPECIFIED. ALL PIPES SHALL BE PVC ASTM 3034 SDR 35 OR IE 193.00 " - TTP• SCH. 40 '1 EQUAL AS APPROVED BY THE CITY OF 11GARD. i C4.1 3. IMMEDIATELY AFTER CWPLETION OF BASE ROCK GRADING ALL CLEIWOUT LIDS SMALL 11 1/4' PVC ;� 9E ADJUSTED TO THE FINISH GRADE. 8EN0 I 4 ! . , . lI'N�. II 4. PRIVATE STORM DRAIN q-EANOUTS SHALL BE PROVIDED AT 100 FOOT INTERVALS AIS �.__,` F. F. 196. 00 AT HORIZONTAL OR VERTICAL ALIGNMENT CHANGES EXEEDING W (CUMULAM1 j. NO DOUBLE ;y i 90' ELBOWS SHAL L BE USED. DITCH INLET � �► 4" PVC 5. ALL PIPE WORK OUTSIDE THE PUBLIC RIGHT-OF-WAY SHAM COMPLY INIlH THE DOWNSPOUT I�jr UNIFORM PLUMBING CODE A5 ADOPTED BY THE CITY OF TIGARD. • ,'' IE 19►3.00� W/ 4.5 LF 4" PSC 6. ROOF DRAIN CONNECTIONS SHALL BE 4` DIA. (MINIMUM) PVC PER ASTM ID3034 SDR INLET MO. 1 6'x6" WTI: ' 35. lam 19200 IE 191.03 f I.E. 190,50DITCH 04LET NO. I t NIM 11�D.50 e � : - , SANITARY SEVER NOTES I.E. 190.50 ••• 0' '', r . . - • �' A� 4DOIK SPOUT i. ALL MATERIALS, INSTALLATION, TESTS AND INSPECTIONS SHALL BE INA ACCORDA0 CE 01TH ••, REV. DATE 8Y SYPHON !E 193.00 THE CITY OF TIGAPO AND THE UNIFIED SEWERAGE AGENCY. `- STORM � CATCH BASIN A19/3/00 I ML_ RIM 1$3.60 2. GRANULAR BACAFILL WITHIN TWO FEET OF FINISHED GRADE SHALL BE COMPACTED TO S IE 191.00 •. IE 192.00 191..30 SD .+c>��T 3 NOT LESS THAN 95% RELATIVE COMPACTION AS DETERMINED BY METHOD "A' OF AASHTO 2 9 19'/0 0 GID T%P, T99. BACKFILL MORE THAN TWO FEET FROM FINISHED GRADE SHALL BE COMPACTED TQ4 1 50 1 NOT LESS THAN 90% RELATIVE COMPACTION. I '• : '.'• ._-___ _.._..__.. I.E. 191.50 •.•. 3. CONTRACTOR IS TO NOTIF Y THE CITY OF TIGARD 48 HOURS PRIOR TO BEG**" OF 4" PVC I WORK ON THE SANITARY SEWER SYSTEM. CONTACT MIKE WHITE (639-4171). 5TCRM DRAIND�3PO T I 4. SANITARY A F SEWER N.PE SHALL BE POLYVINYL CHLORIOC PIPE (PVC) TYPE: ASTM D3034 OR k LA 1E LS D DETENTION POND o (SEE SHT C2.1) p $,D 3 MINIMUM SLOPE FOR SERVICE LATERALS SHALL EE 0.02 FT/F! UNLESS OTll RIMSE - --- ;M 1 5. SPECIFIED. ' ll. 19204 1 ` VERTICAL AND HORIZONTAL ALIGNMENT FOR SERVICE LATERALS SHAM BE ESTABLISHED 6, AND MAINTAINED IN A MANNER CONSISTENT IMTH THE INSTALLATION OF MAINZ M ES. ----_. - . ._._._ _- . � - - 50.1 LF 6' PVC �(i T 2" CONCRETE PROJECT i I K NUMBER MNTOO.! S-0.0115 W Date: 8/21/00 S-mle: AS NOTED a AVEAo VA TER LINE NOTES - -- -- 1 A 11!4 TS 2 I' CLrEAW)UT -•_� -•�•• Drawn By: JRM 4E 11a," I rl 11'I'P" ATM! 197.00 1. ALL MATERIALS, INSTALLATION, TESTS AND INSPECTIONS SHALL BE MI 1 '� ACCOROAN(X WITH TUALATIN VALLEY WATER DISTRICT STANDARDS AN() Designed By: GID SPECIFICATIONS. - -- Checked By: GM P s fzX� C3o 1 11flf 11A M�r�lld ltd. 4 e1 ti �G ' `{ ... ...-..._.. - .. ., w s _ « a.' .TLMYy.N9'.v.OA_ ...«.+•+wl.,- -. w .. _. r 'J I' "" it y� w "J�� .�°".,M.• .,�+...+..►. M_•7� ;` "� . „ .. 14 � li, a - , �� _ IlG�� p��fl<N I�tllltt 1111111 �lillltllllllll illtlll Illllt Itll I I 8 1 111 1,. I I 11 3 I � I II II I � 81111�1111111�8111111 1111811 1111118 IIII�I I 111r{I. I I • IIIIIl1I111tI11t111111111111111111K711111�1lltll� n`�ItlllllllllNIIIIII�IiIt 1 Iteh�clelllliilllli111�1IM1111f Tii ,,....-r -r.-rfrr � �� r '�' y ' �'M1r.I7s' � >.. .�.. _ ..IYw.<....�►� °9.Nf4 .. / �+M..�+wrWYdl/'w+w•s�...M...r. .+[•ei�t+Y. 1. y#�`.Aw«.-. ,... , 'yup• " • f ,. ww.•wi. o. .-..••,.- �+•• !1.'•.. ...- _. :,•;-.... p,. .- WY+-i.. .. y.�.• .. •� r•r n.r►wel...-.. ...s....r ..�-. .« t s� - .w�.y_^.WfRf+IMYV..°.n..w-. ..arx..._ ... ......lnaYD.71.^M•++Fl.lww++!►n"waee�+.•. � t 24"" X 8" COW- COLLAR PAVED AREAS OUT OF PAVED AREAS ANOW 60111111111M •11% STANDARD C.kSY IRON _STANDARD CAST IRM INCLIEy 1 NG ASPHALT IFIIMNamm of FRAME AND LOVER F I N I SHED GRADE FRAYS Ik COVER AND PORTLAND 1 120 ROUND QUTIE CONCRM CEMENT _ �, �� es�ew +♦ GROUT _ 2• Y 1NL -' 6 i d"' NIv1: o " YIN. ti ` IA I N. a ✓ 6" STORM SEWER MIEN. rs -NATIVE &%WILL � o I 4I I� / TO at P i PE SIZE AS - / � to\;1\/�\ 0 0 v� / 12•xIs• PVC T1 - $ SHOWN ON PUN tz— `//x o o°a �/ •y/� IMC' 91�D �' ! - COMPACTED FILL I - /�� _ ___ il�liliiiT101 >ECs10N OZ�pp OWLYNO WITH 0 0 0 0 % � ° - 11- -, a � 1 91111111110t� .� I WW BRANcxt • ° O � , . � 34"-O. __ I 1_{ *O-W ROp8AC<F1ll ° o ROCK BA(KFILL 17 D4O •• 0°° ° , . q0 I PROV I OE A SECURELY I NSTAU �oy 04P PLUG w/ RUSM RING CAW r -- - _�--�-i-0:°-o-o�- :_v- O �o _ ENGWEER—IN' G DaoQ0D 0 °ou o E•IEM� P 1 PE AS SHOWN 222 NN' DAVIS ST ft NIAN ON PUN SUITE 403 P I PE ©EDD I NG 2 AREA DRA I N W J TH SUMP. Portland. OR 97209 C4.1 N.T.S. FLOW-- SRU (503) 225-1679 PIPE BF.DUING AND BACKFILL r-ope, t`3 STANDARD CLEANOUT lk N.T.S. SAVE im apaw 101111111111E SIX 14.1 N.T.S. r o , AT OVERFLOW 1 i/2w-0" RIVER ROCK ' sy! , ' 8"x6" CAP W 3w ORIFICE, EL. 192.30 0 o -- 0 00o CINER TORM SE .� 0 OUTFALL PIPE a 25 YEAR. STORM LEVEL 192.57 9F rJAM 371E *tPI� OW D EEEI em 1R$p qW i f' -- cr y . d TREATMENT SURFACE ELEVA'EION s 192.00 mm WSW W ;p'Imo;. SIH SEM 4" ADS SCREWPQ N CLEANOUT 4" ADS : ° a AREAEDIMENTAI1ON 5 STORM DRAIN OUTFALL �••� 0 POND BOTTOM Q 0 ,' DIA. tTti�FtCE010 • ' { �4- N.T.S. 0 .d � . . . O o0p�oopo I 1 �- I 1 0 000000 (P'o'b`�°O°o � III = 0 SEWZ Em4ER S 005 1/2 CU.YD. 1f, MIN TIORIM WER OUT ;; t p 3/4" DRAIN ROCK 24 IMAX SIDEWALK ADJACENT TO CURB t 00 a WEEPHOLE r � 'VALVE RISER � Ir TIS ,� 1 Mei o ALK OO11Pl.ETiE d i 1 18w MIN 3� MM • 180 V MM BREAK FLANGE SUMP - i •. • ►. r . .. A + i NEW iE AIS •• /--ORAUM ROCK POCKET 4C� FTMIN 6" 2'-0w PIPE 12" PVC CAP 3'-0" �_6• DUCTILE IRMIRM r A61 W/ 1.90" ORli'ICE AEGALUG RETANER GLAND (EBAA IRON) 6• GATE VALVE r4 � POND ODETAIL PIIS FLIM x MJ J MJ x Elii' FW 111E --- - 4 Imo. SIDE um No 1 mv. DATE11111111111111WE7Y.1 N.T.S. T- IuElll0111 041031r .r 11/Il1ST IILOC K n 9/3/00 GID SIDEWALK WITH PLANTER -- STRIP AT CURB 18� MIN 24" MAX --� H I NGED CLEANOUT 28" x 28" C.1. GRATE W/ BICYCLE BARS OUTLET -SIDEWALK 3w m„ 450 BEND Ej 6°' FX BREAK FLAEi M OR FLEXIBLE T COUPLING CRUSHED I1110IK .� 6" MIN. T * s PIPE SIZE AS PROJECT SHOWN ON PLAN .� � 4 FT (REIN NUMBER UNT001 Data: 8/21/00 IEIISTALLA" SH0+I1 as OWY A . NOTES:. C4.1 scale: As NOTICD LENGTH VARIES DISTANCE FROA/ DOTTEAW OF 'WEVICE 1%) MMM 91 , 1. FOR COIIE1tEC7110N TO EXIS7NG MAINS USE TAPPIItG SLEEVE Drawn By: JRY - 24" SO. 10 GA. OR 1/4" FREEZEPRO 11EC7W AW CLEARNAM OW IMOM Ic NEPW IN ACCORDANCE TAT•r,I DISTRICT CONSTRUCTION SPF.CF1ICA11ONS, Designed By: JRY PLATE INTERIOR do ARE 7W M^JOR CO. - AIN)II S *10 1110 A AAM. �EID E AS SHOWN �4a 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FM HYDRANT. ON PLANS EXTERIOR PAINTED TO BE 011STAUADD 0 TEST COM 'MF q1E1A1W 91141111100 W/ ASPHALTIC PAINT Cheeped By: GID C 6 S YPHON CATCH BASIN it FIRE HYDRANT KTA& No. C4.1 N.T.S. wa wmd" �. x BF 101 Tu4kURVAey atffNp jd STANDARD INSTALLA110N1 101 14 * c a v o 7�111/I1�oi��/IY. i � .. ."..y..e. +.�•-_..it ..:.n :_._ _.• I rvF��...,: _ _ - - ,�, „! " .. .. . ,B .. .. •,-. ,- e. .. s, !- 11�` • II�L,I Iiillll illl�Il )f!IlS� 1111111 Illilli i�lll! 111111lf ; .:. , r ,hth�tl�l'I'I�hb� �� tI1II IIIIIi��111..11 11!1111 III I I f _ .. s + . F All '.7Ti •f' "iYi1L+►iu.+lwlMr..aNa1A,_+y.:.'. vY Yn•.^wf:�C, us.w.. w••.. .. •wpy r'• • yO,.w9Mea1MEWRr.. . .. rati;.•. •w�rw e7Cw ^-..++w. -«rrr.MwraM.nslln:•p....••nyF1'_r..w _j". wp.elq� .r.y.. :' --s .•�rn s. ....... _ v. M•'.w.5 .aRrww.s:: q0W0LW&Wt& auto taw" Cir O io c�ammm tb of ow s anwie 73. A sewers • D - t� O � ' I_--._.. Y aer-ilaet ernrd (VMS ) TV fart meat Fwd o� set at bw,,dne J� General C011df�1 �' aet� !�� irry tas�f � et Bunts` to# e w or bit to moo iir arab semi" sororrrwr vpgb r,q Ouft be nequl*W by PR Uae r+ewerw cowl f ' b � GIN " r** AW �� t• t!y ot VW MiniSWUM � a � L� b tla 916 0 T)W IMIA Orb aPPMAUft Ili 60 ffWW7&WnWin a CkW1 � ! 1.. 1 % mandwd spodfication for traffic am*oj to `"11uramd an sww fisrw *'No rs moo ftwa A C"Y a me porma rxwws _✓ 24. The peraW hnid�ees 1E 10 fta"w dadv rte, on s � � D� For Stress am tw h►wa 9 Ys`• U:s- - ' �. Its lectcrarrrc'ar ba aala�i ft At to am" � � w+eekfy his, b � C bar �`�+ltt�rrr - Er � p�urlaic � �� 1�L Tl 11.1 ate or r Or, skmW 1f � or egwplmnt of arty kitrrd 5.) Y DM 701c av*vl mei be provided for by the care in 111 , 11 No ow Irl UPW a" pNrf mailm no is solicoy shag be cause for ✓ 25. The CkYs b ores ,aha � 1dekleftft MWOM at am Or sftsftpd spwiftaftn arid. afto, in sawrda" *0 a C* ** a ffmW er some Tft C* OW as Ga" #me orrier NTW)r tw reports ftM ft PG"W fir, "W" k**" r it" to vak ka baftc: endpl8arv, A copy of the Vp Dved trafllc co ttrol ptaoe AA be awlmW 01" erlhra�60 No zbprap at WO&sosbaao Otr llr a�ee. ' Bairns maidial or eoorAta► ioro be I 6 4i be i1EaUled wW Pi"''w b #W �"�. �✓' P409C Medway *W rKA be closed to traffic., at awl bmc +Aircorrtt bm" *w 1611Wd" bre 13EJQ. ae01ram lir. Tkt ee " wee order _✓ 26. The pair haidw shO pwilidr a YwnO Of a g t acrd 1AoaQe+er 41111%vaed wo*w approval frawn the City Engineer. The ,perm holclW is ae*w 00 0bPPW 4#11a# c b-Actin -Fillbeffecamerovim control. do �f #o be � *w swch vwrrswoli� irii�b� � 1c rwrrosfr arcbfo*, as prrap�w of ita�t�siy rr iflc ectb�e+n of ttnaftic Aory disntrpliaru ras aaear rseiaie �— evidenc el ofd W 1corid am Orritrrr Sev (TWpW Pokx Dept., Tualatin Fire & PAMOL e) mid io► ToMet arW jam+ a poop" r Wasted by on" ft-"o-ow sIb1U be &wAmftd wilt a sbovdwd grass we Sc110e1 Disbict, WiK mh%*G� , SAW&V sow pwwr aw► r . rtOr, , etc. � 27. Ekmft rmameenK pmpedy' ca,101 Is aW >irr^" 0406M shy be ptor4edod. 6*ala uMie�l[ir id, r- atrldlierd Iota-�,w and dlrra wal. P'.ep lacemei t sly be at tw �� tom. ENGINEERING �. Ace �� d irra�nirrterat traffic disn,l�tion shall be t�� b *w wakr pima by erg of an a<fira m r +lk bn � a lith am 40 11! !� cis rr� s e.' fled ren the work .�' 28. The slid irsi ails#rstel 222 N'1'r DAMS ST --�- SUITE 403 caraguesm sm 72 hours (min.) before ir�itiatim of wnaric. Litt bra! era Neat p pe*, , I profx� and the ISR sylowe (Z*' wuiV at any times, �s �' Portland, OR 9'7209 ✓ �. &> edging Iw�rties shall be rneintak- d ted all firma, irxi� ntmeW _1 10-W ac"al s1oP 40*a**to��a�dk^.�er c�orarnt- ✓ Al. The nit iro►�Cr tb � (503) 225-1679 Affbwry service wW mail service and if riot, sha fl be tears for �aea/p' --- a sha# ice► �, rw arrr�rra. ate rwrrws aorrQ 24 cat is established. •� � � r � em +0.. .'�..�1 'A'St 1i'.�'1; s shag h4tx� �°re�clue��,caro�r arr8toeri�wo tdrsr>Ma�e probierns, tam cmeciw ac lata a* in 1r„ea w N be g—c>~wlli0e in ease of NJ aravof aq rr"t y ac' ei *r � r2 pmt owfiw.) /alar ft smart Of work. emer�rw 'The prwt ha lde r s O no* S'�re CWis . be r�f�i V, of etgp A amm11`. �r ccrotrvl devices, fkagpersaa•►s, etc., be in p� per_ fe �015,� �be��are ser+art Narolietea�'�lesrrlw rs•r,� ,��_ c wrack and st�rlt tit effectively m�riritain+Ead. 'Mt noW r as asi*ag alftes kv ibe& wnoto and horizantsl ✓r 30. The pw-rrrit txAda sW amm his Id IN CC 1 1 to ow �* in so , T Ob rrrK,,* wdl bre perrftted during the hours Qi dammers. nor to S ML to pow tit sar: of Vw4xAr brAm a l ' rrg W wy). Should eotrflicls wdbng, Vo nww and 24 how nuatm of a ;-M, V h Frkday nor between 4.QQ +ro to M&M- Saft li *is well owdlaw or robcaliam of l be , it stu f be done at Vre mConVdet t Pled" nosFe mWe ibrr tar w&AMW sagety as per ORl„ Chap W kilo,n�- �a 1�QQ. off_ Sunday. par0 byr + in acfi ante d work e. stets , fhortr W uftii . 4�7, fir. 3 t�arirtolmuaetiaar, d%WW! P o Eaora rraiThe aoraartircfror si" naft Atlbibeom vavel lane width shall be t v& 1W feels; pedestrian Am be OWCAY lr1peelor of d 20 A !rte-gots pafth "Id ow AC, at "at Ur bwe pvArg) shall be se F+y Or!tea � art Ow �`Oadr + work. !� trench, on ----- 31. it tr ttie sofa rrerrprcrrtr �ltaer wro�r Mo► /wvlac'a► � prrotner +i !�. ?be C' r htt to add to or mall tratfl3c cxarrlrcl! ' p1mb and/or nte�pwor ib�sb a 9 work. Pon(O d oaraiay or PWPW*eacec aw i9 modify !fes rlr► ,.s int ab lar The permit holder isn11% shM bit oaoeemary to eftcfively control traffic and to assure pjbbc saft, '1 r�usw 6 t*w and a A*Ae for�or hwi the .^w jbw of be powAdad to go City: T1ie Com' shad in no arrary► be oorrrbrwed to F4 E � �` be kabie for tare perm hddess b 1 WA P or paw a br pwd of z 1t. �lirj arty construcijon actevdyr, #ie permit h Adan sal �� a easerr tts. pr ivato OankVmwit Review Engineer, (#638-4179) b esbb%ph a pea 6w, ,aro/' � .�' 21L WWW* p 4 154xIlse � s e 0clo r e<edre fi�tjbes (mods, v4' . 32. Ekf re p lam Of W OI ak pr~ el�era katjw ova n xW lu re � z dab lama»t'a pre-cudion meeting. c ,, wilt,j as my be rwommary, to aw `oy cxainion, to The r� � �� ria �+► rporic ae.�vrimed by the city �, ft a pray 0A rorty wrrer btvs�. C� I ��. pen t hoi6ehprr, fe C1jw d woe�/ sieo blip eQort ve 11. 71�� ,mir r or his contractor shall notify s at d � �R*a* prior to commencing work, heft4br pier Ary � srbw�.wrea.� s � W � inspection (see attached listing) and air a n&Wkbiq wroor+k i I - am asifll M**x dotib as OWW p lic ' W%1eao* inducting any � E..e Int 011101600111 also fa to a, rrawed arid, also, any ` t O aft* zW boad aw or baiity, shop be r/ 12. A of tho p acid all al atchrnwft. and a copy of bte appronrsd / yym /1e ,,�► ijr � al�Meeedl d MM wr adu� Wo an engineers l"'# � z ` p a#+arnendr> nis shall be avaltabie at the woartc area. etc raawc sriio sty , .f rwae .r +r�iy ft lot lerl amwiffts and provimons and lo ate CW spprrW �+ qUw~, area d plan all Widmerrds and to tete City's .er to D ! 9 A F1115P.911WINKID Pap 38 >s was O REV. DATE BY L __. _ I PROJECT NUMBER MNTOOI Dates: 8/21/00 Scale: AS NOTED Drawn By: JRM Designed By: JRK Checked By: GM C501 1460 8W Bowland Rd. 8UP 2000-00262,81T201r 0-000ti2 b of 9 __WINAffi EW...........w�.w y tiY 1 10 '? Y!1 Y ' •. 111111 fil11 l Iliiiil�l��ll�l H� N q 'I N N i� i, iiid�Nl NNpAppp p ��N� ►�Mp �a <ipppM fppi�il pp�pf pN..tp � m,nr�rr fi . � rr . r �MIMM..•r�.ww.nwr..�..�.Y.My.nti..rM,.�y.1.1, J � .-. x :. . . _, ' 0 y ,` N+/ ��y,�y,�� 4p1yy0y.ye.,.yY�Mw. ..,.^.yr ... / .^r�--..i+'+ -,..nn r.e. - ern -rs•:.M • i�tw•�.:an-.r..... -:.,u,' `wlNfillrr+/sM�6/AMw+w.ws ' MwAM9N'sfa.^69 "�ER.C, �.v-...' aI NOW�:.. ..��t�rr.r,M _.- r 1 13 ,t *NOTE: 1, CONTRACTOR SHALL COORDINATE WITH HOME OWNERS AND UTILITY COMPANIES FOR REMOVING EXIST. OVERHEAD SERVICES AND INSTALLING NEW UNDERGROUND UTILITY `�" � 20 0 20 40 SERVICES TO EXISTING METER BASES. " 6_022. CONTRACTOR SHALL LOCATE EXISTING WATER METER '�. on SCALE IN FEET -- - LOCATIONS. CONTRACTOR SHALL COORDINATE W/ TVWD � % - � FOR RELOCATION OF fcXISTING WATER METERS. •` NOTIE C4 41 TFIE LOCAUM OF ALL EXISTWIG UNDERGROUND UTILITIES IS 'd h SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERLO'IE THE EXACT LOCATION OF ALL EX:•ST'ING � b UTILITIES BEFORE COMMENCING WORK. HE AGREES TO K h0 FULLY RtSPONSIBLE FOR ANY AND ALL DAMAGM WHKH INSTALL 12" S.D. CAP WNT BE OCCASIONED BY HIS FAILURE TO iXA XY LOCATE IW. EL. 185.88 ' � � • AND PRESERVE ANY AND ALL UNDERGROU1 ID UTILITIES. I I W •• STA 12+31. 14.3" LT± -- � � t � CALL 40 CONTRACTOR SHALL INSTALL WATERLINE NORTH OF 12" BUTTERFLY � � qj ESE '"CSF = Y(w DIG PROPOSED S.D. MH. IF NOT VALVE TO BE CONSTRUCT ED AND � 1 C 1_800_3=_=" INSTALLED BY OTHERS AT �+ DESIGNED BY TVWD. CONTRACTOR to r 11ME OF CONSTRUCTION WITH E SHALL COORDINATE WITH TVWD. I I 1 � y► IINSTALL 29 L.F. 12 S.D. 20 L.F. 12 S.D. C-900 PVC C-900 PVC PIPE O 0.5X A 10+48.50±. 11.72' LT t O 0.5X SLOPE. ' �r1R• W. , NSTALL COLLAR THRUST BLOCK 1 SLOPE [NC blc_wE EXISTING CATCH BASIN AND Z1 PER TVWD STD. DETAIL NO. 200 10 PER EXTEND TO NEAREST UTILITY POLE AND 2" BLOWOFF VALVE. PER TV:."C I I �C PT STA. 1 p+33.32, 18 RT. AiI.LNEW' CATCH BASIN # Q rT.O.C. El. 178.43 IF1E0 SEWERAGE AGENCY STD. DWG. INSTALL 12" BUTTERFLY � STD DETAIL N0. 203.BEGIN CURQ. GUTTER. AND • 1�- Q A 12+47.57±, 14.31 LT± SIDEWALK VALVE AND 30 L.F. 120 RETAIN AND PROTECT EXIST. CATCH D.I. Clr S 52 PIPE6A1SIN STA '2+25.36 SW BEVGLAND - � STA 12+55Eon HERMOSO UTILITY CONFLICT 12" WW�_U -_•. - - -- UNDER 12 _ - - UP /-EXISTING FIRE HYDRANT 'TO BE M � Val W/L INV. 185.67 RELOCATED BEHIND PROPI " o= � S.D. INV- 187.67 RB AND GUTTER. IN NEW o UP g a q FIRE __ - c D�- � � �T °ti _ �3s =--i � i -- 9- -`_- _= ----- - D. a-ONAL TIN-vl --- ------ _____ASSEMBLY --------- ------=-= g ` � v� - --- -S.D.- - -- S.D. - - -- --------- -- o • N0. 101. STUB TO NEW 12 11�/L ` � � � � - --- ---- 7 F. 120 CLAS:; 52 D.I. \�, a 13+00 CONTRACTOR SHALL COORDINATBy� 14 n i`. 10+00 11 22 L J 12+00 I WITH TVWU. _ " _-_}.��i - - - �- -1---•- - _ I 1---•- - - - - - ------ - - - - _-----+'- - `"_ - �` -�- -- -•- �- S 81 54 22" E �\ r- \I I \ I REMOVE AND PROPERLY S� `� Z t l I _6 % �' DISPOSE OF EXIST. MAILBOXES `�_ _ _ -- --- -- - - - --- --- - ---= cls------ --- - -- --24 -L.1~:- - --------- ------ ---------- - ► 1 ------ - - --- -- - - - o - -- moa -- -------------- -- -- ---•---- L L -W/�-- - A --- - - - _- -_ - ------ --- - --- ----- W L -- rT� r , -•-TOA-- L ` fm+1 0� 9 1 y 3 y P z if SFA 10+76.37 `� i .' d y ,;.,. uP; f i A .L NOW SM 0$14W TW ftftyC StIGIT—W WAY GRADING NOTES: mNAT rMIA110 ,10 LIME 11 oomftx W S-W WVVLAWD 1. NEW CONTOURS SHOWk Old IM SWEET IrlrFum GRAM. '". W rVE MS TO K � ua�irl911H IM LOWS ' . r ' 2 SPOT ELEVATIONS SHOM ON IMLs SWEET ToMm Pilr%V3dB T GRADES UNIJESS NOTED OINERMS1E (WN)-WP OF CUW, - 1TIr ATTACHED TO INNS SET (• owmi " & S AMIT COMPACIION IES TS NEWS A3KXy 10 1IE ARMIML A C"1 ---� ENGWEER. AND WASI*IG1101i! COUNTY ALL YillrcLow FALIL FLACW .ti .,; ,� -- 4 SEED ALL DIMMEDDIMMEDANEAS wwldorRBY AF1et o0 IN ACCORDS VM E1liOMI ooTMwOL F W. BEVELAND R I VE � CONSTRU(,' ?4.0 WIDE CONCRETE � �� ABBREV I A T I ONS DR I VEWA r CITY OF T I GARD 6.0 CONCRETE SI A� STIP. DETA I B.O.W. BOTTOM OF VVAL ELEWIM ADD I T 1 AC PAVD�T `' I y FOR W I DON I NG �\ larrs�c TQ ,� CF OI C FEET Cy a�a1c YAOkS EL EI"ATlW ' :" " :. :: .. , T.O.W. lShct oo O.C. ON CENIM • :..::.:.... 194.40 4 r .+- -.. •+: - r. .; :i" -•- .. PERF• PIPE FM�AND FV JCA x. s .io�o T.O.W. IOP OF 'WALL ELEVRI aIIM 19&30 �. _ S 1 TE AREA INFORMATION • TOTAL SITE AREA +a 0-M WM Cr "ff" COS11NG NIPERM M SWIM = CL14 ATJES iRAK • FACE GF FIl�NSH wf� SISlFAW3 • 0�3 AM:TE3 �►+ M>T101 = I9YAD NET INCREASE Nr UWACES = Q19 ACMS • 1rMiMIM ,r o� � f PC A E=4 Tom' 5 r . L — 11aw Mtl1T � VtVSTTMMC CC IC EIE j ~ 19400 , SLOM ANLL ad Q 194.30 40#-11 , , 1#�IL AMS Bi1MrM _ T^ SM swam OWN - " " "' .•, ..` 1°F 196.00 w 193.90 l94.a0 M.Sr' iMM� TET/!t N tMIG ALL 197.' 0 Q 195 or SM ML — "_- T� %WN' M 4' M PIPE 4U I� 195.30 -�, SUE MSF TO � ?.i W ATR 6M11� If J - DIZV. DATE BY 193.35 IP - .. �.� i 1 12' CURB CUTS TO 8E j - PLACED • 5A` O.C. (T`YP.a , ro NOW, 194.50 �� c •00 eluoca� 1,�1LL � .-• .••.. —'' rT� �9TB+# ` ± PROJECT NUMBER !� ► `� y.• Date: 8/21/00 ORM • FACE OF Scale: A3 NOTED dP 95.00 , - ti " _ = - ;\6 ,� wI�I1LL, 1llffl0 .. `a 195.00 Drawn By: JW fA- ! 195.00 i Designed By: JRV/GID _ Checked By: GID Liles TO POTENT i AL DA R� ' P► M - �r�460i;y .P �• - - --- - _ ,c (� G I CTS,, RETA I N I NG L _ ._ '�'`ay`� _ - //w �j[�r'1 !'7 Is BE DES TOP OF wWALL 1I GN-BULEVAT LD TO ��-� SIA, �e E A qC* WT '—A"13K—G r BE f?ETERIA I NE6 IN THE F i ELD 1, �!' t� � �'��, � � � '�''� ��' �✓. ��l�v/1� �' ,�ilt./f�'��i�l� .,,,fir ,� -tel fie► '�. 1�'c�' - _. - � Boras a �rrrie �� ._ aso aw ew.IMid Re. • e■i mw ,a E se sw iu,PN04.003 s.afnaoa*W WW 4or s •or 13 ..• _ rte' •r- -, .. "`^ r .. R: •... MY •,,e r;S,v t;:.. ■n+N. .. ...... ;pi..+,. �1�' +uw • ',«..r�IR 'w+{I�L�+:.Ncy�.[.�"ti°g1rF��.`R., - ".NI - '"'a.+.qN"•- ;:C ry:^araea+!'^-`r•' _.,-! - `�..'.'....., yy .y jwr,. . wY.+.... �.-._ '.:.t ..rwu...... '.r..,, ... i • ��1� �� ,' - t ildi�ll Illilll 11ttyIC 11111111111N1�II I II LIN �NIIIII �IIII MAIN Illltl 1111111 1111111111111 III11111111111111111111 . . ✓ .. I I II L� 7 vl V nae... ...rsewen....+r.w+....--s..e+vnn-s..e: .+s..a. ..1 •� .y�. �" '.IM' :=°r'. M'y" n" "°"^' -.,,, - - ....£s_ -.. �,,,e,,... a. - ,__ �= 'aresal-- e w r 01 FLOOR PLAN GENERAL NOTES �i ars u foci or randeuon and/or rrulne for dXWIor veile wd ct;Ilt mine or ffalnwwg for kwwreor wells,wawiew noted otFwwlise. Z All eta ulel�IFdlnlna .halt be 2%6 wood per I►tructlydl,Inf41N noted ot+WW66- - _ �i _ IMI k" Neil be 3 Irl"&d b" light.twi marling,wik w noted otherviw A ! NIM , ! '_I_ .Jf and kwterior sides of*xiag.for will* shall hlvr b/0' _ ! flwfated gyp" wdilboard. ----- - ___ - - All vel alar rdAM not enclosed try kw NIor wail.,.Nan IDS enclosed wW SW fire- �llu/ rated gWiaim walNao"on IN II#%steel twring cfihrrl.. bt Am gM@Og trill%bMII be on Ilght steel frame w/Mpw wwlboard,both dCIM,A/1- bf �' hMSII%, to wridermcle of roof ahiati*S u+lww noted otheivi r. i j - 16'-�' _ t2'•O' 2r-r' SUM111111 W044tion shall be knelled in SII rettroo+ wile. I /AlAMWFlgtgNI 21a shell be frost-re.lstart W bdcbvxes. j��'u ,� �- I '-6" - 1'-��--- 6'-6' '-6' 1'-O' -6 _ 5'-•8` �" 5'-� -�' �'�'' -�,_ -11�p yy. � � 1 � 11 8 CMIMUCI ION ASSEMBLIES - +d Cel.erlt vtmcco O �'s + K ted build mg felt etudwd to. .. T l pywod wall sheathing per btrwrcUrel Mad to. ;j I e -b*wood framing,per strvawraI wl . . � ANI -- -- ;- >fy I 4623IwwlhllllNall y�lesdlber batt ireWeual k, f�elning uvfW end. . t I -- I ,w I 1 �• I -&V Mral-e&:ed gUmA wallboard. Finish per tenant regWrestents. , _ I I - - --- =__ Iwo�r>�rAf�r 1uALL.6: •- �'i tlltlfNtbAldfll�l m �y rr In_ end. . . ' rr ,L 314W ------------ I I -- -" --"- --- � Ar�irdl I J .. i -I/�' on "Interlclr'side M lieu or b/b'gypsul wallboard,w/... saw as 'W except. F! 'I fr Inairwra �yi� and 1� . lsAfSTITION/MOA OA i11.4L L6: , I , ' - � ------ Ifi enc!er" .feel fr wit. .. Cs � I',' "I p ,r••-•-__ 4'-�-----�-3-'--3--•3-lr-V• ,o � I ,� light Cenk�g w/ I III) ( 1 I I - -- ` • ' " I - 4Vb" llrsrreted etpsun wltoard on both sides w l. . . f _ I -�Ilel'ter-fauld w:onw. and orange peel wxtwA•e. hkliwlll per Tenant regwwr+<. y. I IIII I -- "__ • IIQ,Z MORM alit w a -Zkk wood framing,per struar,+raI wl. 4 I r r - --------� j j 4W fhrrated gillimm dAltvard on both sides wt . . I I __ e' , , I •�rvwa,d I-ramn and orange peel texwe. Tenant requinrlr+le. _. ecOuKlce rile tem w/ factor fMlsh -iwp coded system y I - w ! Io tes n. . '. :. -W :.onl7ste slab structura I no ► ! I fsl�- , \`•\ IiiIi , I ® II N T calpered send n i l 7 ve . . -< alp� ee eled r der over- -V gravel nll onbn ative soils. Nowbb. . ltic INeI'1�'ifFrle root On. . .. I -licerl�lr grade plyluood roof e..::`>tr'9 per suuct,�°al attached to. L - I -Itsngll+ser,lyd pfsfat2rlceted wood roof joists,per otructlrel tits.. I II --�bZBftw�3 l0 i1ira{daa�1aorsodskRwgbe-+arebatt ttwktedWl erotloonfinIn g Forenml.n.9 cavity w ad asphalt•ltllprega+eted bwAtdk+g felt on s►--�• ' 14 �I- -� ^� ` I ./ wcr Wade plywood roof shot" per struoval atudud to... + I I I I II --- 1 • � I ( - ; -Wood Ftswnkg per structwral W... J. t -I6Z6,n~glassflber batt kuWatla, in framing cavity and... vow- A I la II >•sf>�,o... � `'� . ,j -r-- INK ._ p , SII �IOh �-+► i i A. � � � , ; � , -.�-- -t- -- -t-_jFLIM PLAN ELECTRIC1,>`.! NOTES ,per� w►Vw ! _ ! I: >i elms Shen be 6�etelled per coal.. _f i C) Z; I1Zlr� shall be knelled w/photocell corttrou,. , , I I I �- fiRtrttu sue Iklwos shall be Tsr►erlt fwr111ariod /Contrauor knelled, can C) 1 ' ► I I I i ,`�- �' I ; • P'R r•eglllrementa �� sl'tell be rrt,alied In ' - - rrte�• ,nom _ - �G'`' -,aotarc�a e+.ctf►cal.� -fe--- - - M:A C.*.b1s arae per Twalad regw,irsnlalts. Right C81 telephony,fair(4)telephone, nl'Iall be visa,tt'b{ oo,Wde"rwdsh, I - SOW SCHEDULE = ''■'s I I) I I I ( I I I r }fiQ 613(W J Dl6CRIP*ION x N . II II I I 40"x TO' fixed safeIaQ fNxed Mass. --- - ,. I Tea x b'®' �_--_ 'x 6m"'8 i Rlx 6 ed ala". -- ;Q ep _ 4'm"x Z'r Ax_edlag ss. ~ ,^ �•1��— � �\ 14AM lits clear, fixed .orf glass. V \ . - — II j 3'm'x ba" lQe . .,- eW II II All ears wrindne shell be Ate ak nirxnl owmilYerwt system wl ua0,10,Solex Sieh. /�'-(,x " 2'-®' -0' 5/8 "' �• II II tircetvtton: D t E shell be hollow mete 1,painted,veil/wire Sieh. aw.--4Acr;;p tion: lkhte vinyl Windows. Use3tA"x Z Irl'Alder trim at all Interior window A doors sothcharryGatift - SCHEDULE MIL I NO. 1 613(W x 0, Df6CIRIPMON 1 • I ` I i.. I Z 3'0" x b'h"x 13/4' White alta lmm•W/transom,b'®' X Z'm' I II I x`a'x 1 3a' eL 000dd,f :e 60L _ I I I I I I a I I i i Y'00' x b'b" x 13/8' c:uiopci rW i lodwt,suinMeli. I I I I 3'®"x b'8'x 13/8' 6:C.wood fkailj,ZA hee'diwn,stekVseeL b'b" x 13%8" &C.wood, rk*% letdlseVd_Ndbolt,steUhNL II III ! a Oji I� it ii ; All dma rtes 3cAuere 01811 be stainless steettt�dfknhl,NM.fraswe/letdset/dr/d�0ltMetlnhMe 1 h !I 0 II 1All Clear levers Will be ADA ompnent. AN ente►em door glezlrlg Iol'lell be U4.40 6olex Sieh In wriMte ekanMnall staell'+alt � I - i 0 • II II . FIMSH SCHEDULE A Is I POWJr— . . ---- _=_====_ ;------ — -- — — aw, � - Mr_s,ev l.ol _ ---- -Ge--- tile,setk+glased, x �Cept1onCa ag 09" ladder to N w rplfererlr3e(booms \ Cdvldes -_ roof access hatch a " bN �' --t Melia ----- -----__ — - — --- et O ilk" ) Ceretnlc ti►a satin ktnect Z x 2. d -- - - --- — -- -- --__--- -- ' - -_ ----------Lam_--- - -- ---------- - - .__ 9a 52cn Conaete at 6010r. .�- - -1f-dx g'�• 5'�' �'3! i LM'11'�" SAWLCk��p ed lrpecas _ wetboerdl�ak�t - ted cis wallboard,t!Ml FILE: • I �/ I I` I' 16' 0• ___-__ �'�� 211 V1' 1!l°911M" '?AWN By: �Ilf �'.. 3/4" x 31/21 Alder with d Mitella _ - Vis' I>o' td ecaw w---- ---- Iboerd-- — -- G1AT : All �a led efface, coualcal illi,Z' x 4' rarxcry finisht w�. a .�, - I ---------- ,on Wallboard dint. ' I I k�twla wttlrlclDllwl trim 3/4 X 2 Irl" Alder trim wl dharru satin. a Alda wl>ter.flwh doors Iwtin i sealer. - 1I hltwes s rias Plestic laminate. __-_-- I ---- eo�c.aisa FIb��uthr�l%iuin�..%"L -- p p � Alder v&ww ver dWN satin A sealer. _ } wlMe Rwtroosta( ) GleNfber ellolwr F4jrl -lararntc tib oe" - 4 11 q -bF �1- dwaserlbsir sl•+ower enclswres ow/sefftM!q doe+►. BUILDING FLOOR / ELECTRICAL PLAN _ _ _ �-c ONSTRUCTION DOCUMENT§j •dr a �,. •� . . . ,.-.. . . .. - FT. y AS In •2 a I R r p b it + IIll11 II III IIIIIIIR iNillp INNNNII NNNIIIINI n111111111 tlldllllllll IIII+IN I I I til I I I f , I 111111 1111111 I '111111 ILII ill I ' I I! ' ' - - , ! ter fill t t 1 r u `:,,;. � 1. :� i I "' .wniM- •+ .,,,,,�,y . ...,,,,� .e-,,,y"MMW -- w . . r, ,_.e-ver--..,.. er. s+..»,. _ sass .. - ...ate... a ........ ..... . '-._. ._.._ _._ -w-- ..aa-_ ._- .__ sass_. ,. .._ _ — •a.,. .-_ ,a�� 4GW4I�K#� ... -..n�'WI'r ,:.. r... p' - ..r-will&sass.. :M 1 Y fllllll, t 1 A5.1 23 rib roofing, VkAl. MEN ME ffmk� _ Sheet motel gutters, typical. accent band. s --_- ._._____... -- - --------- - - - _ ------ _--_ --- - - -�. -.---- — ---- � -- typhi 1. -._.._Glazed We accemts, 12 1 "' typkal. 1 i � i Stucco exterior well L L x w �1 Finish U�71C�d TI _ � EllAnodized dkJ•ikM�lCBLP 171 TwindowAINs6,11� 1 Raft" a - -- ul/metal frame gate w/nota; }, / rA4. • J KVW YA N I IMAN -- um -- -- - __-- _ - ------ wl? �► tom- &I � per. I ( il�Zi i tib roorkq typical Agnh� atom "1211131 W1111. 1111 tib roarkg,tical UT_u LEI" lit"1111ASheet Betel guttae, ------- 11 11111 9F>Iset sirtdl gutters. ' � typical. ® - t�lcai. Stucco accent bend, ` n _ Stucco acca+t band. typkel. :o ��I- </ '• 0 � ' -- Glazed tib accents, ! Glaed tib accents, 4 - ! M _ typkal. -' __ typical. StLWco exterior Wall - --- _._-- Stucco acteriar WAN rmish typical. llnleh Vicat _ w9pow C�C _AEIFI__ CC - _ - ,anodized aA,.1hr a,�,dlzadalu.iru.. � _ ________ CSC 1� �_-��__ - �_ _- _ -�� =_- _._ _ —_ _ - — E ___ lukuiar fresise, typlral ethC.GY frane?a, typica�. ----.. - - 7F 1 � Stucco accent bands, `-- Stucco acct iaancie, g■ g' 1100 Facet,WI ;� __..- -- e' 3�, 4 I v ram,W 2'reveab,upical. BUILDING ELEVATION -- NOM � eal�ws ROAM son E We Mons VOWL L6b4as BENUE NEI IFIE 11:111 Jill tar., �LC� iC�7/A i 6ira•d tics afaeras, con I ML 5tuaro exlsrio► sM_ �ILA E-]EIT] s \ - egldass in IIoW metal zing is elevation; ,tee, sMlaov Jima bomb, ELEVATW " SIT _ - -- rhe Ivana(sad eFrst mete _ -_ cap fla". MCA OFFICE PAIS --- _J — Mael C�n tactors, � �1hnN N&Roman,b". TM+arIL Sign on metal TENANT # ' — - — _ F_ plate W/pa intod lettere 4"high 11/2"portland coms>nt - TENAN� # 2 `-' -----»-- stucco W/ 3/4'revoIs �.J base depth 3/4"an e� amu on "x Ind" JOB TENANT #R 3 _ COM- crate rootNN��qq Bottom Fu.. � � � or Foot Mg aT i8"baloau _-�' rin(eh gra�a DRAUN ST: --, DATE I I I • a ii it li � I ' LI J 1� MQNUMEU SIGN 112 _' BUILDING, DESIGN REVIEW r mo W, WFAM OMMMM �.r t r re_. •" r. , ,sir. ,,..;; . R 2 6 a2 r 2 14 16 1 i ' I! NIIIII IIIII 111111 IIIII�IUIiII 111ty I � I "� �1 1 I�Illi 1111111 1,111! 1111;11 IIIl11a IIINNI Nlill I II i ( I II � � IIIII I ! N NNIIIINI61111r1 INIIII 1111111 II II ,III II IIII Ili IIIII IIIlIlIIIIIIIII IIIIIII ,IIIIIII it K. I ' F fffl�fIffffJflfiI ffNll ftlill fl lfitlf f (flflf ffI1f111Nlf�f r ff�fll, f nffhl fufln7f ufalluu r :��►� `' r"' �r•wle..+"�a...M•�....e ay.iP 7..,als - , � . ... :. ........�....i...,r .....-,...,...,..... .....-...,..,.,�...+......+�w.....�_-.+I��.w..+...ir.�r,,,..........��_. �. .,. !. w;.e.l+I�MM. _ yri.�. .arc: .. „ .,�,_, ,,.�4� ,-aft}- ��s,Nny�. _ .xs a,..:.;�s.�r,. _- • - ,, .. -,.. - .�... ,.. n*ifrlr��•r7..w.s*".+MWerrYr+.w./ � ��+-+I►,�. �i.#�n.. _ .....,cC..... i ■Mim k'x STRUCTURAL i _.__ -_—_.T�flGldl RKftIG "tOW• I uwll, '11N3'. et , 10d 9Wbt. � i j >%oplir Af 115�7 -w PC .14*py mx&l or APA OW 1111d ► fi'ao�cst:aw Dwle TJI Pro 2W'.. I ra�won+ieir 1Z":��4t i�lq. roof joists. /,� �J ��, p•1 Y Il�#ri C 6 i��, I mom ' "FIIJ�61®• _ __- V>� r /"�' L%I�f/ � � 11At Neromed Ivanised � � rrnn.aal�ela �/ I/ •�+d'rin.-fal.a g r ,+ srIrrv�.fI � I a+� >� t +~ `%*good be --= Med horcldor+c11 .o pertei eal0ar enol tt'flK low2400/c, 1 ��_W 1 GORMIon velli at ' -- -- - - MOOR 'I i Tb(AM 41160 ' I isr deaft s i �_112*# r- Joist web Mtt, II 2x6 wood will - - - ». - rT 20!+�r+w�n sill p1Wr�u��'y►«i`a11IlA�M�KlllllllE+f � / Q .ti � of will6p�o�t.. - : n tri+gin*IIIpAw Aar 3x010*,AA'*wo Awer�llyWOW" I e Tomom I exterior para- Ilk i . . .. Ot wall, 11112". ION I - s W x W,x 1?",W 4r•V Oc.att" -- - - ■13"d x 011.W(2)464mNi ft. 'V -Twat 7°' • tti'd x sy!W f►'tfl11i10 MonolVW At,r>r>•:44 iW!to MW In m%OA>PAeIM,42 ar161lIp�► Nd low+rao�+a> tattal6. vrrla>>e tlileMli�iSr'tarl� TY AL JOIST / LUMN CONNECTION TYP AL PARAPET 17 �>��---- 1 " 13 ;� 141 " �. FOtMATON O11Tft GRIP P i 14 II L 4' S Ado) 4nm At tu"A1 it �de tw dr I it 'i ' 'T16T44"tneta I x �ox•Itae carer_ M4 K 3A"x�':!b e> �s>trsAaue%erd�er Asan aMaMlil Ilii.� �• ' strap v p tie to ro,over II .eoJc�,tjprral two 3r (1)i Mih f - - - -- M kc�4 3rd joist* u t (I � - t • 'i"18Tr1° .nrw.,�: 3AOOprr att]r ' y� FT 11ST12 +�rtal vete! �, ,r ,+ �r -Wt.r+a rlAt��sal� (n / tle� • dA4"c c, at -str two a 46-0/c,at ' _ ----------- strap JOlelhtud Mtt full• — ___ - - ---- j0 Y Ui d' " i lfom t"3" -"�i". 9� w nelled, apical. nelled, tplcal. . - Up (elmbs> 2 -4 . I __4%4 solid u+eaod bbr.tr.- -`--- -- 4x4 eoUd wood hloek- _.__ ' ' ; II -plortU,na coax.:Aar C-M,err III era *vW�IiG,/m F mrfox$at c+v+rla ), (4)0 et ovorlept), , •,Ic99mg a>ra_ Per it A3. , Nt "QM6tl1" _ �. -Mtxmw a8er�.she. Jw{ andp t p lea I. � IYtt/r QIOr fr'�L -.-rA2P%W AXA Tieber►vand —Ctcntlmroa T,eberotraml ' " -co cram ui prrahn 4W-AW W/(b)Ibd can- W/+b)*d c m- n+or,�ei6 kno each will won nada Into each Wall - - - • ,L arKawd: i4-'1L,�i!llilqun. stud. _`_ stud. - n GC''�I!lllp��f ahlli��ihaorillf�'� aII�DAIM� '' will 1 ---a„p�, 19"'µ•tea• 6Ynp�on 'ITT414"ha+u�er � r'- 1' 4. iilp :JAM lei*SO 40 **W 4401110 IIM�irl�lAi� ' �' II II 6. lavlr AW AW- I ----- 2-� /K�+K��ga► ` ' ' a. 1'1aciellu�eorr raael:,IMM . Tiplcal extrior well, T ical 0'"for Wall, !I _ �. r+ ,I • '1DII". -R rTV 11II " II f PIAAUJL TO Foot=.0016 TYPICALJ IST / WALL CONNECTION \ T TYPICAL ROOF / FALL CONNECTION ` 1514 14�e41 -- it u SHEARWALL ADJ t II it Augx (pit) WAM Moot 4WA tow� (I` I f �� atairr _ IjW - 6 U6 x 6 i,dan 6 I/t3 x t3 VZ krtam T�awer Agora: e _ _ ,,... _ 2x10 ridge a✓ 11 II II "c�16T1z" —� 1; � —.Jr—, I " C�R7htaldf ate •-"_ 1' � Pecs to 4t! �p�► I ale TJI Pro td"l. aIoIICt Wood btodiing, 9_ T . in'ply -lid- -'j �,- �. i I 1 _ In loa n.c, I lid zr ., ow.rlap 4r at _ _ _ _ • '�,v JO6'�i"coh,mn cep Q C� 64ma loea'aone. l ti",Is ILi MOT4D.vey� tle neaten- --= ed From 6X solid block- II Ing to bx header =-"� - --s I 2. 11YL0��ti fly 1c t�k>baedittesers�en�rallwly.;Nttaals yet- i Uv to �_ I l or da ble aol►d bb"A&!2ft 2aV60v OAW 4v4s rai7N1 wYrr 1Q" ft 3. t�r� !ae .+�-ea1Ai� uWr V4 tut7e COtrinrt 0111116 . b"ors erg 4 fl+cr low Ir II �r4,t� 4. kWi0f_,-If1lis*9 V Moi/0 i?rn OMa1kjMm00-~ 1t0WrrftcQtkW W f otrYc of I Notch 6 1/6�x 16 g!idem aa.IM��I ma)abowe *411-AM OW'roweemvr MWi`' t>A�se"Ib�es bogie,per 6en I 1 �et�al. . . pWtar are bd e•1'fl�ci WOWS.-Per OWS.- f 1 5• ' +�I �L� v411,0weR mNOW4 ►W to - —3 x 3 x 6x16 Tb , M"o/c.ror '>6 A a�cl 9" *Adkm ylcvta�art�r, "L7 ateit't9' - - ---- - - - - - --- 16"OIC for tWft T OOO W,040 ni'9tC,*W �r 11>I0t1Qa1tt#it��- n II terror aheerwelr wifh6opa+ W �■� MINI Lill-llr� f�sR er r' tC eAe�!"t�la�rCd/ ADER REINF R EMENT TYPICAL BEAM / COLUMNCONNECTION— G&KOfixed r 0 C i� a 4 she fI tea"1>� ir b� 1OmWrw teW�+a�ao�ddW& M f'b►- 19 V4 8fro 15 HOLDOWN10 i LW- RMx (1b„) " TJ 1;; __ T�plcel exterltr "tow- r 1'►" l O.r�• e�"Well, wI�" Q, - r 4 qkW 1 6i+�on "M6Jbbk8 I - -- - 1�IPLka1 _( )FMM�1 ' arae It oGtx�ra. •- — Double TJI Pro 26m'a. _ -�_- 4p�14 (411mom goof folotu. L >�IPJ � �t►lA!'Jsieeierawte uw�• � ,orII = - "u706'�."cohe.,eep _. N�ir + !. + i0' ^�r fMw�tttwi.rewe = oil(2)6/b"1 gib. «bJect to approwl of ftMUr I"*WW-0�0 AN sir rlMs bs Uwaailad per msrrrfaasaWO MalrwV400 627�fc v� �✓A'IU1"I I! _ 3. 411- I 'l 4`4 arae�n,IrAb9►tre0orac aleerr 'w�lle+ffsrnlellusnat�eni► �A � / tarre, .0 p .r LUIS v4 - UbGkoft - 121000s IciK'bM 1Wl S. 11 '10 1pr b (ai.) iair are�Modr1M^ +awle,r awl'IM.tlwillucrei • 6. Marti Ma,alar.IMMM ,Mtl is MMOW0r-1 kANO � GFMVINJ0 !1Q-A TYPICAL JOIST COLUMN CONNECBUILDING, ROOF- PLM d I" R S T R UCTWN11111M � • �Ir►slirIMI eMot*M . wr�lr��lrrir�ir W.r a .' _ . ...... ... :'. Y,r .... _:M'rl .t. .-._..'� .•'_'i__'..-.. - . - - ._ifiM2 � � . fir+" tic, r do / T 49 C �- 1 � ", 'I 111t1�1 IIt11ii 11111111111111 .111,11(., 1111111 iU11111111111 lull 1111111 1111111 II�Ii i ��frll IIItIII1011ll II►IIllipll►I iI l 1111 II I I I1! .I I I i I I I �I ! 1 � ; ' �. • ,_ _. . _..4 .. ' . . -'.,- �, l i l l l l I i l l l 11! Ilflllfill� iNlIIIIIIIIIII LIIIJIIIi l,�l ll'lll l l I l i l l l i I I III{ !111111 14 y I lnirl�t t � �imnn�ll �uh �nd� �r� Iwo `Yi ..wr�w....w.+ .+„..,.c...."r.rrs. •.r , ? ... . : '+Mlft ►wrww--wr.r,r::.w-...r..•wa. .. ......ea.,.>c—«,n,r.. , ...<r�:.ytm-�_ r w ,.,..+g.-a. 'h•�.... _ ..tWf, Y1'�i M.�IUc .."N ! + Mr`• _ _-.,- .., , •r+.+w+ - .► ,1+.....ww..w•.._..►-.- z•rr..s"— ---- - ss.- y,aawf►',,.. wra :-,o,..,C.:y",w" � 7 =r_s i4 -4 7 f I • tl, II- STRUCTURAL GENERAL NOTES � THNG Mdr w dell i ?' ii —11pic�l�rla wall -6/S" (.32/16)or APA rated sh" w0d ne!is is 68- wbwaited bawAlo! !l p�°Od �`8 nil ling, 141d • b"a/c. low @Ulm - w 1k 1� ( ,-_-__--- 472 p or APA rated ahsaftS W/Ad ce aWn nails e b o/c at all pommel " •• . • ` T - • • , -,-E___` _. -_ �eAbr�l► -_-------- E- i'� _ _ -- - and Od cawon nails • ON o/c at field. ALL PA&M 1'&_ Air- --� nJ�'.aolalaor►, I s i s(& - deer at', •y•, 11, : 1 r-r J- "r,airwl, ca+thlu"Metal ru+cca p11Mt.ir� " i ! ,' �' Irareyd 6 by-iI" 1S+-0! '-O" 5'-d' -3 u 1'-0' "-b' 6/b" fire-Ivted wallboard,each sloe w No.6 dr�well fr"i irs at 1'QAGt1K ! 11 1b rou+daUM mels- •tMilli 11 1 an panel edges and12 o/c at field". 1�1 I1�(0"aIso 't~101D0AN OC449A X Stu per C7 bebW. }- F -a •fes: P-T.2x6 aMlllrw sill plates woof WON#x !m'steel aIC w bolts 0 Ar ------------- =_ _-_�_ I 1 ✓�M P.T. 2x6 mwll�llrll sill plates W/WON#x 0,steel ander bou b '� PlebtarMd COW" ii, for tli'18 per btruckwal i i i o(' CO I 1 ' ibOfAlGt TTP : i /d? ' 3b'x 30" x C',W/04's a 0"o/c,each waV (� \ /1 �, I� , / -TjQl�' • 42' x 42' x 12",W 114's a 12' o/c,each wail , -T '" • 30'x 30'x 12',elf 04's 0 T o1c,eaCh way C04Aww perfarated ,i ' I - .- � i °' -��' • Old x Cow,W(2)04's cotll111ow. i J drata. _ ror.detaoll 1 1,1 1 1 - 1 {� i \ \ - -- 'Type 't ■ im d x b'�U W/reirlforcemlwlt as follwl�: r + j � ._ _ A I ^` -f A1�2ltitll�-PM- s44 top 1 bottoe in*foal walls,(2)a4's caltliuMle in 1001111101111, w a>� 4• I'-o' - -- I �, r- C, - , -_r -1�G2-Non-Mc+nolp�3: balwl as s+orlollth►c,but add,04 martial doreb•u•eiu(4 s 1I '� / V �1 13TYPICAL PMARM QO IN I —� ��..r O r I I� � I FOUNDATION NOTES ' l' r- --t i I. 4'cgragw stab-�+l�r With 03 bars at 24"G/G, sad+w0 At i Irl'eWr d top d H011Gw Neef ddOr/ , II -- - NI Al ' 1- 1 _ slab. haw k - _ _.- M 1 I - -- - 1 -- 2. Provide c3 nff.�(04 x 24"x 240)at each cotth x>jb bar,at 411 corlw+a,and Nicer 4�� 4'famwicr ca+crete P �I► `r t._ D ; sections, typical. a"• • ✓ -� /-wok rr✓expareio+car 4 _y trot�� .o -- 1 i1 ,� -- ' I I twA GJ. i' 3 3,rL�psl at 29 days. Aka fto th'eshotd set - __ _ II - f_._--� - In catralono wel+rlt. � ;--- - , I I � 1 I -brterlor slabs-on-grade 3b00psl at 2rs days. I A , -sem (fate MV 3' b" .. eonareee stag Per "' ; �� iI ! _^ /�, -bk np (slabs) 2' 4" "SIIF. ' btnctarat . . 1 1. - ' 1 � � -Portland cemlent: Per C-16fD, 6 IR sada per Gtt`iC yard. , -Aggregates: Per C-33. is L - 1 -Maxiow aggregate size. 3/4'. -inlet«- �C`�. o n n • [- � rcwdAtion Mau- ^ +1 '/' NII f � ill d1 0 0 Corxxete te+lplsre we: •5QP � b're►fllracad concrete -;: =r - -- - r' -- -Air owe!ned: K - .%,naxlnna+. 1 11 '^ shell aswo rUl relpa{'tiblllty for compote wx duo olid orel'ell A , mail pier btnlcxuai _. � � '- - I - ,- � '�- -� 4 ; ([� `- -� i I -- perronlenca or concrete. 4. Rek#fadna bteel: ARM A66 tirade 46. Lap splice •40 bar die■ wo*limn. E. Andtor Oolte• A&IM A301. 4 ! ------ _ b. Miscellarnose heel: AbR'f AM. �i � I TVMM RM THRE LD 0 4 ; ; �I. wa 1! � �/ A II I 11 rl 1 ,�� ------ _ -- -- �----- --- --- . _ _,�_III — ■ II 11 11 V- " ' - -- --- T ical r exterior --- - -- I I III II rl 1 i — plea -�- _ ' III i �11 ;; ;I , . SHEARWALL SCHEDULE 4:0ams Ion r I _ 01 Iii ,; -� x 4' GNAW.Gww WA" x kv * I• -- �� A" �� ii i? i' � � X 1plr) COv1� doXNAILb NAILS �. • r "� N' ...._ - - -- - �d� 1 _ �r p 1 the"-ll,A MWW- a� _1x_-==�-� -------- - - }--- _ - - _wV_ - I ;f r �. AP I 17 Folf - ,�-- --1 IT p --ter- --�*- Il ie y4 ,halefncJ ey per Rvor - I I j i ! Y Mw extarloT �_ e a , I �`�- '' I m+e11 s s f,rl i , I I C —� 46th - #� M" Plan 1 116... i F; I ! ( i M II i I I r `F '� -6M-- Q T - --- - - :- D ,, I I r - -C� T/ W -3'r- _T__ --4'-- W at sl(pa-rw1_w�_- 1 ` +� I - JO_ C> " 1 . eccn,►ticel ceiltl►g� -- -_ Flo, _ ---_--_-_--- MAN" 7fit , ,�' •- -T i j 1 i i I glad T1 `p�y� �T- -- -- !� / ,� _ a I ,I L A�! sb►earWe1tJy �i shell be APA-rated sheathing. All edgy shell►tee solid A I Mel all joints P"t over 4 of CORM" free mlaaber. 2, Y1aIh 1l a.lt d!iectly to the routdation shell be palled irw da0le,lolst -_Ake skim atorefront /door awe" tt�ll6191101 irw-- t'loNr�s steel 00.erla -_ ; 1 ; . . . I I 1or box + at IN jr0, ulating glass. er{ Isrlbia dam/ frame assemb4 q? � �'-�" , i i ; �> �' 3. F w aid doebler solid blodcfl+g un�t��Jlrlul! I�11"�nraate�d y4ry"o/c. with!!d 1 4"eo�erior concrete slab. �' ' (;�; - '-_-` F! i- if i f i Mlle a b"O/c edges, t2;70 held- ' _ _Rk�kj emleter fciurlcbtbn I I �* i u ' I i i i 4. kd4r_ ! obeli extend from la at/graurr4l-(ewi foor!(outdation to fliwffo r _ I 116] II ' •- , I I anselnblyf le.)above. Mall tlrourt tech noorlroor assembly sheathrtg IrAO wesi-top ,,,, tp N { I I I I " T 4•relNforced concrete sIBl7 CJ! r CJ, t -.-_- doutale p411es W Oct e 4 o/ci. - i ; _; 1 f pill; ' _(_J„/S '_' ; 6. ,1qAth !�-ISI to an Interior ahea{irelh INth btllpea+ 150'a s al notes. a II T A " T-'-.----'"- +--- -.-'- '� 48`n/c-for tlpee "@'. 't�",and 'D". Reduce spacing to 24 o/c for t� �G teed '!�", r' in�a ccxlcret�s roundetlon y'-s+ - r -- � Wo/c for types Y and 'e",and 12"o/c/ror type b. NOW raftert Arai Iruwar to am- 491 t�. 4!!t# taricr - - wan%rooting - •.,....... Inn i i I b. OiJ0w ns'GN(I extend f l-f-alght from f cor to�lder ku of riowhimf sheathing above. Air bola r"r a Savo an IM/8 r ia•.e WasFws t,etwetr+wt and sell plate_ D NG SECTION THR T ! : ! IHN' I d. frames @Nil be Dom,or better. �.lon mall.coley be silastltul�ed for 23 V4 •P I j;nl f l I 9 galvanized box tells. °m of _• ! kl I f 1 _ T,�71ca1 "IU2" f W!r�yneet - _ 4._ I i I ` f A r _ IIIA �_ _� �_ _, , , ,; HOLDAWN SCHEDULE ,� - / countametal�rf roof s1 k. 'r - �a ,t I '--- ' - ' ___-' MARK LOAD No 7 __ _ - - - - -- - - - - - - - — tion bekow 1116 1 ' A41 :,. d/ l4 i i I ' 3136 IN5TA8 (IbJ II►d as.stud HTT22 at aem � a r 1 - - - - - - � I _ , �- t38mm_ _fli9gi2 (20)Ibd at ee.and HDeA at role+cYtia+beloltl .� {�Ical M.I." -=4_ _ - - - :r Raor f7aml kin 1 dllstafk I ,II I I I i - 6 lIE6 WPAWX2 (0)Ibd cow Nrtallatlor�yv rte l -- '"9 ; I ___ M r .----- -- -- ---- h - I b _4505 HTT22 (32)Ibd si{irers I�egulree b4flif�Q4 fib. 1(2) x etuoM. -_-----_ �„ 1 8KV _ 140" - --(2)1/0'1 ab. -Roc w�-re�abwo ab. ---- ---- / jr 6 i46Q1 -HDa4 - i 3)110"tab _fir«►> -eb__ _ 8wpunpysld acuw0cal I -- i / 4m t�1m4 (4)VO"0 ah. res adTDQB eb. eysteei r 1n L I Il fin! _�1k��!!!, �nosed oU�erniAse(uno� -_-- j I 2. Har n sleodeel rl ear specified are Simpson,per current cats". bubstlta44lir are o i •♦ subject to approve' of btrwVal lAngkleer-oP-recede All 0►llson products dill be �■Ec OR" l i. All�l�t ecwer's instructions. w -,eAwhlll1l;storerront / assemlbly 1fi licjll' Tritan tV'eKterlor a 4X Moodyost,wlo. One �Ioldoan !a:ealAred at each e{x!d MI W/1' i iL"ti ng glees. l Niel/ wwr ,A wan asssbty- 4 sheerwall panels. 0AIM �l-'- ♦ ;o 4. SqWM bol a�r�hs�are SCINIMlu flim+to the 610 x10"rolncYttonAr tvr ,y� __-- 4' extgrjor corncrene• :Imr; ! I Iiillred In ( b.1 s ba exteltded Nth ler Huta 1 Aie1&K Vi flOd _W td ' 'l�Imle/er r 6. Nold�n-an-4 belt• a ley mp 1161 . 1_ ■ ■ 4"rakd,�rced oorlcr laic pe _ e'-a" ' -0' 3'-!1" 5 O 2 U4 1-0 -b b. tIaht Inch Nide foindatlan mal N required at all hoklommis. " etrticturlal jor 4Wr I I I 1 1 1 1 • -- - _ - - Wan /footing. 8 ILDING SECTION we TYPICAL __- �� ■ODdta �!�lI�ATION KIM ____-- 24 V4 !`-�~ BUILDING DESIGN REVIE *WNW~" MV6,alaaa liio� ISM III V n,pT.,: vnTR'KNI' OMR4eTr.. M."Uf9M■S!g-.r.,'SG R: rpy-..., � � / � + _ . A fir. �µ... ' • � �� r�• � 1 tC 14 f 6 A � ' y III#II1 11111 Iil� I1l11101!118111.11 111 Illilll 1111!111.11 iI�I0N 1111111 Iloilo �� 0lI WOI��MI M�IMII I�IIIII I�IIIIM N18�11 81ARp� III�lI! fIlilll lilIIII 111!111 llillll IIlllfl it in OAL Alit, 1 ` t 1 1111 11lf�1 11 ... s......,..,v......... ......__._...__.,.,_,.. ., ms..,..n..+ . ;k, - r ,„ .ori..aa.-...,. ... ar,.w..,.--r. ..w_. ._....w.s..:.n...s.._.,.._....d...0 ,,., _ „I ,irI,�U,, ., , .-...moi... •.e...ai •,.- *� 1 f REFLECTED CBAQ PLAN NOTES t and rnrtell !wt mrd serial w�.+ordgid;slbh "trim po",otd•p"worod of i;*_; ad W nWW OM Raft,sur puelanl;e Wom. 14H wpendod Coil"*911 be per a da TO sell 2%4 prorwahm in momom uoev *r r 1 W 4. All Apq- mMH hrvr MW P. Men 4 � ,� 1 � �Nh d Mull Wall JV MIN1r�o�or+W its Grow+d-sowWd ! - U "L T 6. pul end OWN�(� in eN otter Iwaaorr. Coord r M�3rwlcM -• 1 g 4 _a 1. All mdMW M&M dVN for UL W"d Ind rwd Iar WdWW dem W& A'.1 rwoa lqU ra bold qt Iri1l�INRN 4t A f d 1 p 1 lNlt-�w-� Wigan IT TF OP TrTvt� r� - - ---------- ---- ; OFIT 0� — Gove -- - „ ' -- - - Td= I-A 11 4 $ or�ra IL T :1 i • • �\ — er cwel ----------------- ------------ IL F — u _P2 • M ME FILE, ®RAUN pr- saw GAT9, M01/00 N BOMO REFLECTED CEILING PLA - • ..�.,� BUILDING DESIGN REVIE - "WIN /11�. ...w '. .M'�. ' .. - .. .._ .--.n..,..».., ... 12 n,, !{!i�lIIIIII !1!1111. 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