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7340 7360 SW BONITA ROAD
S" , c4+. a SPECIFIC ERECTION DRAWING LIST FIELD WORK SUMMARY Cr) cp Op 776'-9• el7e1NAR9 111Tle61 TIE smilllum" LZIED e[tls man sun MA7EI w COI/UKA WIND BRACING - at"- S•XLY FOR YOAM Ow" To Awe[YOM w nmem EYP Y04JR /a00ot r IrIDRK cr K R[OU/1[0 AT LOWER ROOF KAM KN[[ AREA FOR r/ f._ a Y///1 9WAL N, 01 &, AM IOr 11 TrO1RIL II/IrR. 1'1» ►OIRt4ATip1 IRNT ri THESE See" (fREzma eRumm AN THE SATE WE [MACRIO Cls► CpIMICtA11. 7/��e• 7 /• 7f'- • �. am MI®N tem . As THIN STILET MO 17111 eE OLUM[i 9�WAMMUY FROM TIE WALL SECONDARY 1�•1 NOUN/ AIm sCO* 10 VT/w/T w wcATie rr Iww or A !MCAT/. oo lar .L TITLES AND DRAWIWG SEQUENCE NUMBERS Fweoe FEND LOCATE HOLES IN LANE STRUT FOR DOOR rose CONNECTION. Anne/Ntr wr , SUMA • [ .. - _____ - - 161AI ApKa a Nef 141[11 /IPM NANO COKER a 04;lt iAMNOe1 . r9E009 F1[LS LOCAs[ HOLES N PORTAL FRAME SEAM FOR DOOR PONS ,. . C06eEC1IOs1 '-/- 11•_6• _y 17•-0- lrlTL7 ee/el/ itR70R eOLYr. RVlr Am 1a�1 M1eT Y Yi71 TYti A107. 149993 Fpppp MOtp1 MO LOCM[ N St0[ OMI(S) NA FILO ® ilr AeMll 9Y Re2lAOICIRr e1911,V IIS991M1•. eRorltMt FLNR 111=111011 AL I,oAo /RTD III[ r/ell 1O: IDCAI[ ►IOlElOIOt ►OR 1"OIIIAL FRMI[ COLUIIM Al OR AIa/OR M74!/. lAlfT 1 ROf>F TAR /e/ NFERLKOMIt cTIOM. I 1 cAYlfo■ rWD033 FIELD LOCATE HOLES M roRTAL FTMME COLUIIM/MNIO POST FOR FIELD AT u• •..• - - - - O/`�RAR'/ ST i�AliA[. «MID s•� moom LOCATED ONT CONNECTION. ,e r1N•!R/If.RA1q 10!11 rORI/ORle6 AIP 11d111CLL Ri/LT[OM IICTtRO ii IIYS�1'�ie�~. 1R eeo1IO Ea�Rel�ie10�iaR A� D 83-123456--05L 02 -- __ __ ___ __ __ __ __ __ gy�,{RL�E mot fee e~Oell �s�iir ow R�ieeU0F to TIO! `J �FtAWING &Mu rweuwr n�wtaem m°ce'�ii w"� Eaw L WE KEY PLAN TITLE. D �, ( a ra.I..n1 mm 11.'ce�1T�.IIc 101ST SEQUENCE COVER DRAWING NOTES F / 1 1 Nw91/ IMMUNI wra ewe Iwrlole Sae eeeeEru eeeR a OUNM OWN NUMBER - } ��(R1 Nw61r 711E es1:w NTaDIt .. evam esnar mi A 11R/Ree 11w oR . r Jo 0110[R R IIltIeC1 LEVtI a 111 ORArII1G fIRNO1M0 IAI[s: R e 11EIMS NEVER KFM armor• 00 ArKmS NEW CMJ001 ATTACH PATEMI PLATE 00)/49 10 INE WES a AN INTERMEDIATE FRAME COLUMN AT EYE LEVEL 1 1 1py-00 ORNOSIO - 1 103-01 O�E� i . SHEET 1 000002 PMRJ3 YIIISM WY R IIPORADEO DUE TO SIANOAItIMZ[0 FASR1CAtI0N. OW-01A !!'I{ttGPi.cc ANCHOR epi IO - � 2 Nut* f0 THE SIRPPIIID IMrMfESI root POSSOLE SLOSIITUTtONS. 11"Is p0 j REACTION ORS - SHM 3 Cowl NON STRUN61" SOLVING: a Han = 1� J ALL ►TON ff1REIIOtH SOITi A-JZS-I WNH I�AYY ►EX MJiS ANG ARE 1 10 IE MS/ALLEO usNID iN[ `IIIRN-a-111E-NUl ME1H00 SPECIMD IN l 03-M THE IININ amort a 111[ AISC 3P[C'r Tom FOR STRUC{ 1 1 1 rn w0pe 9TY 1KIlI TION ORIIISM 11ElAl /IIE[1 - f1eET 5 JIANif Mum Air OR M90 eq 1SA Sr:Ct10N 9 D l .�r/11�� _ A-JZ LMr e[ RFI 11111K11/f YM�SIER7 pIEN Val NEO df MOC91e f/EET 2 1 a- IRIt n K t7E %s 7r 112 IIAM 1 11pNTN[SS. SEE 9/9T a A-3251 IIImPE[T __33 � * IT 21 CODS13 / 111[>K IIS THE SEAN APPLIES o14r MoT MI��t1op�11QpE « ^ l 1 F HALL sf+RNcwN1eAL - LENT 7 TIE !Ul lr' NE N Rol KCCIID Ip PT. [MINE PRDIECt� I IML �I,�.. - [T a CO110/7 TNI---- METH o[----IoM 9011111 aN1u frIRACNNR4L 1TOM JIL - !NEXT s ----- ----- T 1 _-^_____-�_-••_-_-_-_-•'W-Q-A-�'---ry�-yy-k1��1---- yds 0121 'AIIO�A R h' "�U Kfl 1 �1 AM=�•/OPiD E� 0�%''2 «:RAD[ 'S0. SO L 1 I 1 A1�U :J r�4�/1� [Ir.CTIONI OMIeIO6 lHt[0 1 OSE[ • 1 N w sladoos•'-M spM,w - POW OM-24 N Roof Patel OIIion Data PIIIQ OESIOM DANA C&Adw oeesI wep 0 Ix MII-24 roof rano metww ov" 1666.stir.N MSI MVt wlwwrr w/ ._---wbr.e cowler wct*n. 61MMtl anlwia r�w�w frweer'Or est pe'a Now-iia see so /fe6 osew I ADI -- -_ __ __ __ _'• __ __ __ __ �r nw�I Y boNlr4ra b mob vial Ila rely awe lwtnb w aftwe".ilw N ste PO-0 dna -/Iw F.F 1 T/w ----24----- 172000 W?360 7 Donke 200 r%d2331 Q xI•_e. ul snlcFw 1 I' (fluting) ' 1 of 33 f Outside it e� 2. E2'�Rlifff i --3/4' S�elbn 9Mot� Par* 2 3/8- �r �►�N �,���� DMT 1 11>diCSOA HOLT PL1LLI< fti �r iectwl TO 0"sin 1« om Feel of WwRA � Sessm N'.w9.a w as/ow of TO/t Fewer no,yw wow t rr w awl.!/. q10" wn11. LnL (r, fw) (w) w 0•Y) '(MI /i.( f(of) /rig 0Iy,N �, [ II w OtYb w ItiM, a SIM 0.017 1.40 »!Or b O 0617 . 0000.1142 NSA~ pt 6>A tNfan 1 t hA f M1 y 6.71 l Mq EY.PIRATtON L �. eA tllllr sw 1-141 reel auTn rN14r apl/e ----- . 31}v 3 2002 w �� Rett/X1'91 R0. 1 R1Y1r1O11 la. 7 man. ►ROIMICT OF THE 1VILOe1t PRo,IeL•rl Wltaiw ORR1R re/CRt/TIOR1 OSAWI7M lYTLNf eMNf RA1ele00e Oar PROJECL N�ldMO ORDER OtstanPTIOM ORAw10 TITLE: ORW RANAOOOM ENO: 7Q7I22Q>Z16 LRR4' a1=C•ITIC OMIT TMTtt 6t101JM ee4tr n, trtt,�av, SAUrIM e1R�1 ilei. N A 7 EdOIO11 q0. 2 PRODUCT a T� e111fXJk CM: CANE: of/01/00 8 U T L E R M A fi U F AC T UR 1 NO • LLNOZMRs1lsD i1TRVCTORis t17�il1= I11V8ZIri88 iA1lR 2S0 !toot ITL + 3�CLL ANCHOR >t0IlP _ 70X220X 18 LIST n COMPANY OROER ENO I NEER 1 NG TIGARD, OR TIGARD, OR 60 MITI XXY 0 VW 97 DRAWING BUTLER M A M U F A C Y U R 1 M C R ENGINEERED STRUCTURES EMPIRE BUSINESS PARK 250 Roo( SL + !/CLL COVER DRAWING DRj11N10 IIIIMSE" tN[NERAL astfxs-IlR11fAs CITY. MleeouRl SYSTEM esISMIC XONIt ;, od �IO-•065103-01 100 COMPANY ORDER ENGINEERING TIGARD, OR TIGARD. OR 80 MPH EXP 8 UEIC 97 Ud-Q65 i 03-00 00 11A GENERAL arFFas-Kamen CITY. "11521"i SYSTEM SEISMIC ZONE 3, S ������ I1"2000.0009�/i7.d1lP"�OAO•Q033L 201 33 cp F7 � I • a) � cb V ��..11..�� G�.1� 11Rn � 27,-6• u..e. u•-6• 2f'-9• � � � l�J UNIT 1 - ENDWALL FRAME AT SIDEWALL GRID 1 UNIT i - ENDWALL FRAME AT SIDEWALL GRID 9 tYrr. e [9leo A C o - •♦_ y•_0- 1314• la'-e- 12°-6- '-9 H V H V I H V 0 C I 11 V _ fl V It V d H V I H A V OL DEAD LOAD 0,04 0.74 0.00 1.40 0.00 0.00 1.50 0.00 -0.03 _� 1 DEAD LOAD 0.05 0.71 -0.00 TS-0 0.00 -0.00 1.49 0.00 -0.OS 0, 6 CLL SHOW LOAD LOAD 0.04 0.44 0.00 1.01 0.00 0.00 1.03 0.00 -0.04 0.4 CLL CfR1ATERAI Ll>A0 0.04 0.43 -O.Do 1.0 D.DO -0.00 1.01 0.00 -0.04 0.44 Q /l SL SNOW lOAD O.JO 3.70 0.00 0.44 0.00 0.00 4.511 0.00 -0.30 3.75 Sl SNOW LOAD O.JD 3.75 -0.00 S. 0.00 -0.00 4.44 0.00 -O.JO J.7G '♦. l�i i] l�ypM MLL TRIAD TOAD LEFT -2.04 -2.04 Goo -1.06 0.00 0.00 -4.20 0.00 -1.72 0.07 NRR LOAD RKGIT 1.72 0.07 -0.00 -4.x0 0.00 -0.00 -1.Oe 0.00 2.04 -2.Oe WLR WINO LOAD RIONi 1.3e -0.24 0.00 -7.77 0. 0.00 -1.20 0.00 2.03 -2.07 111 L04D LEiT - -2.07 -1. 0.00 -0. -3.77 0. -136 .24 [0 it1sLKC LOAD -3.15 -2.a 0.00 3.02 0.00 O.OD -3.36 OVID - 40 LOAD 2.40 - 02 OAo 1 ® e rEW-1 MIN SNOW ka_f OJO J 0 0.00 e.44 090 IL 0.6'!1 -0. 2.71 1wN SNOW LDAO 0 3.7 0.00 N1 0,001 -1.22 0.00 -2.35 1.7 0.00 -2.51 1>N -0.65 -1 1 WeNp 0. -i. 1 - .Ew NAINo SUCTION 0.00 -1,22 0.00 -2.37 -1.51 0.00 -2.51 -1.4 -ON -121 E1r3 Nle0.14 -1.21 -0.00 -2.P Dano Lhot SL S -0.20 -0.44 0.34 0.70 0.00 0.34 -0.75-ml -0.30 0.33 PO[ P Dene tA+ll S 0.36 0. -0.74 0.00 0.70 00 MAN. POS. REACTION 2.35 4.92 0.00 12.97 1.73 0.00 -3.71 LN 2.47 1• IW(. .64 4. - 11.10 1, lo. 1.731 I,M1(. lKc. REACTION -t.te -1.30 o.ao -2.27 -Est 0.00 •- .71 -1.4 -2.64 -1. IMM. - 1 -1.47 -1511 -1 �0 1 T _ R [ 1 1 1 UNIT 1 - FRAME AT SIDEWALL GRIDS 2. 3, 4, 5, 6, 7 do 8 1 1 A O 1 1 I 1 H V H V 1 C Ol DEAD LOAD 2.06 4.47 -2.06 4.27 F CLL COLLATERAL LGN) 1.59 3,27 -1.59 3.01 • I ; e SL SNOW LOAD 12.49 24.50 -12.49 24.50 N+LL NaIIO LOAD LETT -7-79 -6.3e O.xe -e.20 1 I 1 1 ^ WLR WIND L -0.68 -6.39 7.46 -8.11 E SEISMIC LOAD -6.05 -2.1-8 -5.74 2.18 1 o SLR MINI SNOW LOAD RICHT 12.40 24.30 -12A9 24.50 ► EI"P r'W1M0 -2.07 -7.28 2.07 -7.28 EW5 EW MIND -2.07 -7,29 2.07 - -7.xe ► 1 1 POE ►NAM, r 16.0.14 32.24 5.47 311.78 fJ VAX, IN[0. -5.73 -7.90 -10.14 f 1 1 1 1 1 F BRACED BAY REACTION - UNIT 1 PORTAL FRAME REACTION - UNIT 1 T I N H V v 7340/7360 3W 80nNa Rd. e - bm v Y I I 1, _ IT2000.00035/37,BUP20004WM 7f6 M Toe 1 Al BALL ORIOS" (NTL) A) (EO) (EO) SIDEWALL S EN t11U (WU (EO) ([0) 4 of 33 3 17 it A e� 3 4 17 it 1 REPCTION NOTES: 1. THE V(RTICAI (V) ANO HORIZONTAL ((H ANU Z) REACTION ARE STATED M KIPS. 1 KP 1000 I'O11N05) POS1TPrt CT)D N IS AS SHOWN IN TINE LOWI G DIAORAM. 2. MOMENT REACTIONS ARE STATED IN MCH-KIPS AND ARE POSKIM4 RN A COUNTERCLOCKWISE DIRECTION. D/XT 1 11HC.r M HOLT PLWIM - --- 3. THE FORCE ON 172 ANCHOR 8 7 OR FOUND4t10N WKI. RE I8 INC r` OPPOSITE DIRECTION Tq THAT SHOWN. n 4. MAI REACTION SUMMARY 15 THE MAXIMUM POSDNE AND NEGATIVE i REACTIONS IAlSED ON THE REOUPED LOAD COM9I AtK`NS. s. SEISMAL: REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR (V) FROM THE SPECM'IED BUILDING CODE WITHoul ADJUSTMENT rACTORS, 6. THE WIND LOAD BRACING REACTIONS 00 NOT INCLUDE EWP• EWS A.0 IP REACTIONS FROM IPA[ INTERMEDIATE FRAW THESE REACTIONS SHDLILO TIE ADDED TO GET THY TOTAL R[ACTM7NS FUA THE FOLOMATKON OCSIGN. V H f Z ANNwww W. l Nle►s01ee W. a M ".aal eROJRCTr I ormloa OPTIM Uet1E•RIPTION, OItARINa rIriR1 21R1I1 IIAMADOOI DANE REVISION N0. 1 Rim" N0, x �� ount 09/04/00 PROOUCT OF THE BUILDER: PROJECT: SIIILOING ORDER o�M110M: o%wm 11nE: DRW; RAM IXIOMnow [NO: PRI�ICf Err M OGEE _' 70X220116 LllBT 61iECI1TIC pRp11I141R1lrRt NIlY• ore -� 70X22DX18 LIST CMI: DATE: a t • p lTllt7t'?tIRl� Llifilt>Z ti(TAIlRBti PARK 250 Roo! /L ♦ BUGLE AlIDRA NG BUTLER MANUFACTURING wt ENGINEERED STRUCTURES EMPIRE BUSINESS PARK 250 Roof SL + 3 CLL SPECIFIC DRAB" NUM[R: REV. • BUTLER MANUFACTURING TIGARD, OR 60 IiiII W t 0110 97 DRAWINGCOMPANY COMiA�IT t>f10ER E�0INEERiNG ?IGARD, OR Q00-065103-011► 00 OENERAL OFFi Ef-MAWN CITY. MISSOURI ORDER ENGINEERING MERINO TIGARD, OR 11GAR0, OR 80 MPH EXP B UBC 97 Rf:AI�TION DRAWING nu015�611X49-f[RMe119 c[rY,wE9eeD1Fr frlIEn rtI/IQC EOIfE 3, tld Y SEISMIC ZONE 3, Sd 000-065103-018 00 ITl000.0003N3TAUP3000403;31 - mss,. ,.: �4f •. ..: ._.. .. � ,.r,� a ,. l 1���. � , .. . � u:aw9�` ;Rig ....• � � �.-. .. :, ..ASa N•rcd`I�MYI•lle:#yltt.y -„� 94!+ILr'3'8<.. ,vK. -o - - - - "q.••. 'e"'vPnf. 'wNMIM' �` - ` a . 2 4 IO 12 to # 16 Y r • eft • �� � � :� I���ill IiII11111�111 �,I IIiI IIIiI 1141111 ILIII�1. IIII 111!111 1!11111 II 1I ° �� .:, . 4�` , � -�' i III II 1111111 III i 'IIII 1 111 1111111 111 r III ,IIII i ! iI 11111 1111111 1111111 111111111 III II 11 ,1111,1 111111111 ! 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T•" 'f / Z LOADING b 4YY `F• (2) SPACE SEPARATOR M 1 r u[UL ` `6. .y WHEEL STOP BE[E RACK '10' X 10,, / ! 9ouAR9s I }6" FROM CURB DET- 8/A-3 y TIP. nji _a6Fr.111 Y m rH �` mLE;BET. 1fA-7 (n _ a. C ` \ ` ASPHALT PAIN •� i EDGE OF JC W J 6, FENCED `°• NEW MILIL BOX �\ W 1 "'Z 9 C ` STORAGE • 48' COWL. �MKK� Eg °p� 000 •T- ' AREA I 48• CONC. SIDEWALK oo N. Zoo n1 ACCESSIBLE •>!` \ V FFF W mmag \.rAI \ ACCESSIBLE ROUTE � �/i \1 O LL rgAtr•L' \ . 7t\ I POUIE H . PAPo!NG ACCESS SEE / m O il, I W. SAA3 TYP. w' collHPC SIGNAGE IK/AM" WALL k' b 4' WIDE YELLOW 1/ E gma COMIE 110111" R I SR8PPN0 IAP. L _R Lou r taWd Erste Wla :.% „ I r' � ►Rs "O ! Sf` STREAM— to W :f S'DBUFFER L,IT cCWMTE \ I G� DBL HOPt1. SPLIT W 3 sRR 22r•+ = RAIL FENCE Z N d ol C (7 COMPACT SPACE Z r CI 16'-8' r 8'-6' - S W TAP. . I Y LOADING o.',fA ,8• • • I µP1 8� � {LDD / WDGER F t0 rc • vo C (2) SPACE ` '17. ebb Ili f a �Y PARCEL 2 n'_0• e 1 o — I .604 SO. FT. TOTAL Ci OF TMARD to � C rootl>/k o . • •. •. ' • • Q J /4FaArY!IIB no J•Kr�6d RI •per/ 'E4, �+� • ' O, Flow, ' 10' X 20' SOLID I T •NSI • � I VPGROAdi COME C C WASTE/RECYCLE Ly o. Fa•ow................... .... Y -- '>\ � SEE DET. 2/A-7Dow &fvi'IICWS All ON OAED6N DEPARTMENT or MANSPORT41/ONS DATUM FROM 3/B"I W �'�q�'� Atil&*W N6 y_87 Mr IN 1076, A 3" BRASS DISK 1sr.aft6L' wr CARL E ? AAETRA•- Ay.+�r I CHAIN Lm EXTRUDED CU4B s t(NE, • S THC AhAEWAfS AS SMMN dV TMS MAP ARE APPROXIMATE ONLY THIS • �/ MINI DAX" Nor REPRESENT A SvIll TO BE RECORDED, BUT WAS DONE FOR o acna utt 6• 30, 20C L.1FT. pvERHP G.• .r • moi• • P� Ay Avoisil 41C/16R6 IM6PMA1rdv DNL Y. � V 1 ?'C)?'C) ./° S 1Hr5 SURtiY'S MADE FOR fisf ORIONAI PURCHASER OF THE SURVEY ONLY (7) H.C. SIGNAGE D \�I m • ' 0 Ix eAAgP'A04I A1[aY PMIS S ASSOGATES, INC ASSUME$ NO LIABILITY FOR WFORMADON u1 q . • • `�C "I HEREdV 16 ANY OTHER INSTITUTIONS OR SUSSEWENT PURCHASERS 7c 777 I 1. AC✓�` . A! Or 1d PRDPEP1r -� "' I • • • U R 0• C f? \�S �5 i 00l14 vM16 6M.✓6 PMA/1 HAS SEAL AND SIGNATURE OF SURVEYOR. • 8 O V��C� "i mow'07 S AC AT7EI/1 •IAS BEEN MADE AS A PMT or THIS SURVEY 70 CTB'A/N QP UM HAN • ,3 , ' 7 AgjA�,gf,H„ygg" S�U7'0 C6ACERNIN6 EX151ENCE, SITE. DEPTH. CONDVT/ V. CAPACITY. OR M . _ . • LOCA 6v LM' ANY UTILITY OR MUNICAR&IPUBLIC SERVICE FACILITY FOR _• _ _ 2 CARPOOL VANPOOL IM6RMA1.6N RCOMOw6 TNESC U71UTKS OR FACILITIES. PLEASE CONTACT W • SPACES W/ 10 �Gv T.AM'Y9` SIGNS 1d *000000I A000000 Adilil +A O •n[ctNc • . • • ���~�wrw Amt 400' L40v- f TIT .OCR IYON AN6 M EXISIll OF UTVIr SERVICE UNES TO THE nc 7 'eror' I. Buadinq code is 1997 u,*Aal Buidioq Cade of Or,,l ._� 111ArN PR6PEPYY SUR1I ARE UWWOV AND ARE Al SMOnN, < T� y) L j EXTRUDED CURB W/ 3' OF Ammdmmts �l \l _.f LOW GROUND COVER WHERE 2. Loo"o; to °e oa raa.s: f 905itAs E AND ENWRONMEAl CONDITIONS WERE NOT EXAMINED OR of 1 ABUTTING LANDSCAPING TVP Roar •m. load n 25 l1r1T-#aA"vflI`. 9G4w0/' O6vS X10 AS A Owl CW TMS SURVfY NO STATEMENT IS MADE O J viumrc Sosc .i+0 geed n 80 n.pb. epewwe Ti' _ COWfOsIll THE EXISTENCE OF UNOERDROUND OR OVERHEAD CONTAINERS ^ Stich xme :+ 3 ,r J. Constructim (we a 's-N' '�?��'�� �� OR F✓JLITES 1MAf MAY AFFECT THE USE OR OEVfLOPMfNT OF THIS TRACT f--- .{ f♦ 4. OcctIssol dossiliC'at000 h Gaw W' ler boldin° r .Apt�E �B'L: '.-�I�rY"6frt!1'RUC w 7y 5. OccvaoncS Nossircotlon 4 Goo 'S-3 for buad•'9 f S TMS 5'~yOMS NOT CdaST TOTE A NS, SEARCH BY SURVEYOR. Fl/ I ' � f 3/B'<R. w/rPC W 0 No[ ' " /IIE1v311tE�aryWplM" +HOPE ARr E117LE EASEMIS FS.PROPERTY i6N5 AT RESTRICTIONSHASBE MAT E IN L_1 L LL FLUSH IN ASPHALT m. Wow MYFC' THE TILE y %M$ PROPERTY NO ATTEMPT HAS BEEN MADE IN - 5 8970• W 0 59' 518"1 R W/SPC - I T E 1 1 Y -�yp� - - All j1�"f' '155-1501, CVU/ MATTER$ THAT NAY AFFECT TITLE � RUSH IN ASPHALTHEL +'' •-L �' - v ' uK.tiA!HLE:9�E,WtF+f 3i.s24 Sf W SCALE: (— t =20 -Q ' EXTST1nG�9MByB11=*� rA,�y}>f ,� � .AIPeP0�3fG.�-1!�jN .� :4.IW 5�107, 23T, yw, w,t 41416/00 -ALwNr[a¢AL' l J'=43 fS-MI ,o 4Q: 4f S0'.G r R�� s 7,14�SLf 37, .t w SCkE T(TLAL 51SE.UYE-_•.z ��,n�.e,SP I L To ASN 980505 Ex1STIN�. 1dFlyyp 1 hfJ 5( 1871 I Ml` to N L w.l MAwN M<R[a -AR3FOSELI�ynjWtpy: n'31" Sf 21'.G :. I ,, f AJ S JB - 4!7. .AA',KLIiAt T.,d:-POII49[tE3T%£MnANrl.f 441.0t T' V' • a l i; ii swtAw _. NI V T,S n .5 C _ T� .. lit J 1: 6 v. rr"O&ODOM7,11111puft"Ift l i. •.� 1 4 not u oaoo }14}tloot coa00000 to • . ol IF a tih III I�IEIIU�IIIIlll11111111�1111111�1111111�11111111�11111111111411 11 IIIIII�IIIIIIIIIIIl11 " (mdil [I I Nn ell A 1111 1 unwt[ tB IIIIIIIIIIIIIIlIilllllilll�iIIIIINIIIIIIflilldd �IIIdINhllddi 1f�I1tN�IIIIIIIII mod �° r 4 1 2 3 4 5 u: 220 -0- 27,_0," 28,-0" 10 28'_0" - 27•_0" 27 0" _ Vis"-T 28'-0"oil, -- 0�T__ 0. r,10:x BOX (9 3 m ENTRY F.F %;* + /ENTRY m ENTRY EN TRY z'L\ n_ Ai Fo� "L 0 zk o IF _ I I I ~ I I _ L---------------J L-----------�.�--J I 1 ' ►—�.--�..�—....���. ..�..� I >_ 0 I E T107 1 'x1 E 12'x15' O.H.D. `=� r 1�' x'i (( � N..Q E 12x15' O.H.D. ���(,��...��/// O �. N 2 5 O.H.D. I I 1 I I II ,� 11 W R 6 L o L I J W/ WINDOWS L J W/ WINDOWS L _F.E. 4 THUS U L JJ Joa!/ 'Jbll ( W/ WINDOWS �- J W , - I ® F U TIIR� � � W AL. STOREFRONT I OF TYP. PORTA!_ FRAME I a. 2'-0" SYSTEM. ITOILE?J a•_2." 11-�-�J t� W 8 8 r © CLR NOTE: SOUND INSl:11t.,dA7110N WALLS & CE10N,IO � rr, (; OG © V M z FIRE AREA SERERATIONI r Cw WALL (2 HR) PROPOSED W cv I � Ao r I BUILDING 10- r- N NOTE: 15,400 S.F. o U. 1. ALL WAREHOUSE AND SHOP AREAS ARE HEATED FOR FREEZE PROTECTION ONLY „ E co E 2. WALL INSUL. IS 4 VR-R FACED co B 3 FRAME -0 H.M. DOOR ROOF INSUL. IS 6 VR-R FACED a I W � 1 O I I i ,A I I 1 1 uj 3: I1 11 II II 11 11 w 11 II �_ VI I I 11 O I I A fl I I W � 11 11F TYP _ I II F F FCE rF I T J1 _j T %0 - fo I ar I L L MO 1 "X6" WOOD TRIM 3/4" PLYWOOD DUST CAP ; o 'd O v F L 0 ,C)" rm' P L A N B LIT_"�"; ' . // +j�♦yi t+ate 1 /2" CDX 6'-7" J# SEE BULUlNG MANUFACTURER'S DRAWING DUST COVER TYP. F3P Bl!1ILDI[gr, SYSTEM. '-6"x 18 GA JST (!� 16" 0.C. MIRROR—: �-- 1. WATER CLOSETS SHALL BE MflURJE0 SO PI'M OF LIGHT FIXTURE PERSEAT IS 17" - 19" A.F.F. II / • CEILING PLAN 2. GRAB BARS AT WATER CLOSETS 'SHALL BE 33 - 36 ,.2 �f - 1.5 9 BAIL � �.n o •� --6" 1 A. T STUDS AT A.F.F. GRAB BAR AT BACK OF '"WATERS CLOSET SHALL BE 1.2"' MnZK 4r� rr-nm�mum E }- / �" 8 G STEEL S D � �6"_mmrm m � 16 U.C. TYP. 36 LONG MINIMUM AT HANDICAP ST,4LLS, GRAB BARS AT � K. ____ o MIRRORSIDE WALL SHALL BE MOUNTED 12 VAX- FROM CCIPNER AND 1 ���� TOIL ` W CCD m SHALL BE 42" LONG MIN. 6 *�* x +,,, Q N*�. 3. GRAB BARS SHALL BE 1-'I/4"' T�0 t-11,, 2"' IN DIAMETER W/ I >+ 'E E :� E 00 �� 5/8" G.B. EA. SIDE �" � 1 -112" CLEAR BETWEEN RA!IIL AUDI WALL SURFACE. � c 1 t � o Q � Q) Q 4. DISPENSERS SHALL BE 19'" FROM F_F_ TO CENTER OF m 11 moi/ N f h W J DISPENSER. �/ ■ ' ' O (1 5. PAPER TOWEL DISPENSERS SHALL BE (MOUNTED S"O PAPERMin FEED LOCATION IS 48" MAX- A.F_F. FRpR pK • 6. URINALS SHALL BE STALL TITRE 10JR WALL HUNG W/ ELONGATED Ch - - RIM AT MAX. 17" A.F.F.. FLUSH DIEVICE'S SMALL BE NO MORE THAN T UN INSULATION IN WALLS AND 44 A.F.F. � I T N T �NO E SO D 5 L LLS D CEILING 7. LAVATORIES SHALL BE rrIaUNTE� (PIM QR �.OUNTER NEIGH T® II L E T ROOM RE ���U11 (� E MI E S •- NO HIGHER THAN 34" A.F.F.. PROVIDE A CLEAR SPACE OF 29" A-2 W � 1-- l.� FROM F.F. TO BOTTOM OF SI�F�IK 0P 00UNTER. SCALE: NTS (� DAZE 6/14/99 SECTION 'TC� I O ( LET R 0 0 M S CHAIR USERS SHALL BE MOUNTE8. MIRRORS FOR USE BY $OT!H AMBULAT�Y PEOPLE AND WHEEL_ " D( 'A/ BOTTOM AS swlol. No 7r 'F+4-� 1 Vj14 S .�� T`I�+E PROPERTY' OF AS NOTED 980505 ,♦ �, 2 SCALE: 1 /2,. = 1 -0 REFLECTIVE EDGE 40 A.F.F. ANE) 4 N-IIIGi!-k AT CTS TOP MOST EDGE. � oRA - c�cKEo 1� S Inc. AND ARE AJH/CS JS *07 111) E-HE L1,S CDF FERRO D U C E D IN A N Y NvttrtWr*EEF• T_�fi MTf++- T'I-tE PRIOR WRITTEN S4EE? No PEIwtti90,Q.1 aFF QGIWRED STRUCTURES Inc. A 7lNIr�M!rM��i 11L n�oe�gr�,tursisMYt . !! of u M.t.PawuM.rww.w........, .w..-. _ ... _...:--.-....:..iA: ..r i .. . .•i.W...,. .,.i.n.,.A':bf'di/M'.'e./'AvIp•a'. .rry ...... •.. ..... i_.... 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X I j Y :T} ai I I 1 j 26 GA. BUTLERiB 1! 4 GA. LAIR--24 Sl AOMM XW ! ; -.� ROOF PANELS ROOF PANELS (A;12 �. wall .r.... r t F ROOF PURLINS J Lft00F PUFd MS = I I 1 R-19 METAL BUILDING INSUL. --49 META1L. OWIL0II'4 iNISMAIIIIM f WITH WHITE WMP--VR FACING I WITMdfl E -W i� 26 GA. SHAD W LL II � 26 GA. SHADOWALL it ` WALL PANELS WALL PANELS STL. COL.litlams me wo owma I 04 cv Riga IFS 4 ol S?L COLUMNS o ATTACH WAS. A�A C4 1f® ' ROIL-UP IOH� '' IT:. IM WAS TC�� FRAME ,1}� �� DOOR FRAME •I ,t W/ l l "x 4'" , ISTA 4" �. �. � R�-13 �111. BLDG. ' S 1 EEL f TLAME �0 DY�Nr1Y � INSULATION 1 �._ c7� CONST. OF WALLS Cmu wAd l BTWN DRS ® BLDG #2 I" lomu OALL W/ - a 4r" �.v . r SIM. TO THIS WALL. " - t ; I i Mi FOU_ CELLStil FULL MIS ' s O�NOFS E fFll S+ SL { SIDEWALK IFIL SI.A� ! t• 6- -n IICI�C VMIi�' ® 24r, d�C�_.W } SEE DET. 3/A.3 B ',iNiCK W/ a 24� MCE•Vt I .� SLOPE SLOPE IAlow n M 4 ! `� `� LDG_, _ GLOSS SECTICSN BLDG .� � � O :� � �E � TI � N B LE: 8 _ r � �, NOTES FOR ALL NEW CONSTRUCTION GENERAL .� I. THESE ;VOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRANNOS GOVERN z ' OVER THE GENERAL NOTES TO THE EXTENT SHOWN. 2. CONTRAC'TCR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND D , - � 't ��,#�� ��' D.,U, ANCHOR BOLTS 101 7X IN THE FIELD. !Foam otew � 'H' MAX. (THRUST) (KIPS) 'T' (KIPS) ill BUILDING PLA US 3. ALL WORK SHALL BE IN STRICT COMPLIANCE 'KITH THE UNIFORM BUILDING CODE AS wi . 2'--car' x 7'--ir w W GRADE 40 GRADE 60 ADE ADE �'L AMENDED BY THE STATE OF OREGON AND LOCAL. CODES, -;ky 4r-t" w 4r-ir * 1�' 0 ! SEEAND BUILDING REQUIREMENTS THAT APPLY. f E/W SIZE -� 1L=45 11 6® L�=45 L1=6C SLAB AEIbIF'cfi MftG #4 GR. 60 HIS 4 4'_C.. 6+.8 8.3 10.2 12.5 4.8 7.2 s SI TE VI OR K :'-c" 1-.1" * fel #4 BARS E/W 5 5'-0- 10.5 12.9 15.8 19.3 7.44 11.1E 1. REMOVE ALL OPGAN1C MATERIAL AND TOP SOIL FROM AREA UNDER THE BUILDING OR 'b SI IIs" 41'=-i'�'' x far, {g) #q ® EJyM 6 6'-00 14.9 18.3 22.4 27,4 10.56 1SA34 PER SCFiEOULE UNDEP. PAVED AREAS. ! 2. FILL MATERIAL TO ^,C,�iSIST OF A GRANULAR MATERIAL. PLACE FILL IN LIFTS NOT TO {� � �- � M�AI1;tPMNS � 7 7'-Q" 20.4 Z4.9 34.5 37.4 14.4 2116 �� EXCEED 8" AN COMPACT TO 95`sa STANDARD ,AASHTO T-18 0 UNDER FOOTING'.-), UNDER T y'-�" � y'-Ot' � f�` # $ �-0" 26.8 32.8 T 40.2 49.3 18.86 28.44 I 1 PAVED AREAS AND FLUOR SLABS PRO1IDE COMPACTION TEST AS MAY BE REQUIRED 0-0' * 57'1 s �, � (g) #5 BAMS E/W V �i CC RUSHO 8Y THE BUILDING DEPARTMENT. r MWACMIf l2) #5 Ot SG b°7l fS1H o 0=11FOUNDATION BOSE f-r w 1-or w. tf4" (2) #4 Bests E/w 1. DESIGN SOIL PRESSURE ASSUMED TO BE 1500 PEF LIVE LOAD PLUS DEAD LOAD. NODI'Y • r ENGINEER IF OTHER CONDITIONS EXIST. 'T' 2. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED SOIL OR APPROVED COMPACTED FILL - --- ------'-- » MINIMUM 18 BELOW FINAL GRADE. CLEAN ALL FOOTING TRENCHES OF LOOSE MATERIAL BY �� �f-�L-� �0�- ^-��L HAND. NOTIFY DESIGN AGENCY BEFORE PROCEEDING IF ANY UNUSUAL- CONDITIONS ARE z ENCOUNTERED 1N THE FOOTING EXCAVATIONS. ' FOOTING DETA" [ L 3. 00NOT EXCAVATE CLOSER THAN A 2; 1 SLOPE BELOW FOOTINGS. 31417 `._ 4. DE SIGN LOADS: 4 _ SNOW -- 25 P;F ,..�:. � ► " ,:.. I ; __ _ ___ 4x45 T = 1/2 ,A- 2 H m T COLLATERAL LOAD -- 3 PSF WIND - Std MPH, EXPOSURE B 11, 9X VR*WWft SW KTAL BLMLOM AI~ FOR 4=3(r T = 1/2 H 2 !4 = T-3 I , SEISMIC ZONE -- 3 SIXAW UA'11CM Or AVOW 8&75 SEE FLOOR PLAT �FCR CONCRETE Lu v SLAB REINFOK"OS r !�'- -�+-► 1. STRENGTH: AVERAGE CONCRETE STRENGTH AS DETERMINED BY JOB CAST LAB CURED WINDOWS CYJNDER TO BE 3000 PSI AT 2.8 DAYS. (� 7. PLACE AND CURE ALL CONCRETE PER ACI CG[)E.. AND .,TANDARU3 vitiCt, SH Aj-L C-OUPILY M ,`4 05�r., W L 3C, 3 I ENTRAINMENT !4 T % IN ALL EXTERIOR SLABS. _ ) AIR E TRA raMENfi O 6 t c9� 4. ADMIX: WATER REDUCING AGENT IN ALL SLABS ON GRADE (P`OZZOLITY (7k EQUAL). REINFORCING (CONCRETE ``JJ11 1 1' I i ALL REINFORC.NG STEEL TiO BE ASTM 015 GRADE 60. .� b •Ct,IwocC!mcowsHm ROM BASE 1. r A,BRICATE AND INSTALL REINI=�JF�?C!NG STEELACCORDINGTO THE "MANUAL OF "STANDARD PRACTICE FOP DETAILING REINFORCED CONCRETE STRUCTURES" ACI K;T.gNUa.frn Lu I 3. LAP ALL CONTINUOUS HAR S 3o DIAMETERS OR V' 6" MINIMUM, NI • DETAIIL METAL BUILDING _ '" ' `° THESE DRAWINGS ARE THE PROPERTY OF ,.- , ---;r----- �°- - ----� �. THE PRE--ENGINEERED METAL BUILDING SHALL RE DESIGNED Ire! COMPLIANCE r. f ENGINEERED STRUCTURES Inc. AND ARE I ' N1TH THE UNIFORM BUILDING CODE LATEST EIDITION ANC) ALL STATE ANC LO,.,AL Wr TO BE USED OR REPRODUCED IN ANY BUILDING CODES. MANNER, EXCEPT WITH THE PRIOR WRITTEN � PERMISSION OF ENGINEERED STRUCTURES Inc. AFdO 0 -, } f' _ :. - yt�„ -. p: -. .,,. ,.. .--, .„ . - - _ :. ... .. .. .... ,.,a..r ,.ti.iiodMEavrx,�7Ww•.i.,; o.....;w ..,. - ,... .,. ' . ' • � an. ..,. ,�,r. ._.�......i..rn»_..- +, .•..., . :.,..y..�. rt., r s ,.. ,�, ��M to 2 10 I i4 rig II1111�11II)Illt IIIII� r �f 1;111111 1.111111 IIIII�I 1' 111 (111111 111111) II��' ` II i111�i# ���I�Id� I�I��IIlilll �iliillllllsl gllllllllli G�II11111INIi N�� ISN 1111111111,1 111111t Iil#1 J11111ilI ####U# #IIII#i NfININN IIINIIN iifi!!! !I . ssl� r��dnllnnlM�n ° � 11"11111111frillorI - '� ',"'sk.,�1tl,�•>, „ .....^a'^-"""^iywwy,r,,,,,,.v,».....:.r�„..,,�� 111 .. f ,�..c, _ ♦ �`?�'�a' ....; - a 7'4r,9 .�,. • • _ a,u+M�lrs,,.,n....nresw.'-..c-wH ,.u..iarow wr.<«sw+A+rw , ,...K,..r,«s'm,+., ...-..,.111MM .. _-vr.+r..no.r�+....wn...�+iwe.. ,•,.'a,i,..;..,.,..�..arr7r ,w,.... -- ..,yw,_ :r ... :p_ - .., .. . Asn - - _ - •. ._�, -,.,►..-.•__ +cr �.�•�•wa+,+o+Q-r..-...: ,.w..... .w.w[ :..r++,.... ...,w+w . ., rr x v I • CHAIN LINK FENCE W/ VINYL VISUAL DBL. GATE W/ SLATS TYP. HASP I F" SUPPORT POST L 0 IN CONC. PER V GATE FENCE CONTRACTORS STANDARD 0 0 w 20' ENCLOSURE SHOWk4i FRONT @ 20' ENCLOSURE � � s SIM . @ 1n' ENrLQ�U�F SIM. @ 1Q ENCLOSURE E NCL0SUR � " L N FOR ENC � 0SU (� E ELEVATI� � N F 0 _21 - 1 L E � � L � AREAQ'WASTE �. WASTE /RECYCLEA S - 7 SCALE. 1 /4 _=1 '_o" -- 7 z � C W O 15'-4" 6 -4N WINDOWS -0 3 _ c. �-- i 2�. 4'-0 6'-0 1. ALL WINDOWS 5HALL �Cwlllr wll++- 9W, 1T30 _ U 0 U.r- 2" 2" 2" Z'-o" �'' 2" 2" - 2" 2 ' WINDOW IEIDULF- DOOR SCHEDULEAr— � r f I r i = i rr = — c r � 3 er- I /r r QTY �{�.�. ?�.•A. ��� Z1r SIZE TYPE HEAD FRAME SWING I 10 SYSTEM 3•-0"x7'-2" ALUMINUM STOREFRONT (2) RHR (3) LHR ® `� d 2 4'-0"x '-$ ri 1e01v?�Il1NA yrC � 1T 3'-0"x7'-0" (EXTERIOR) HOLLOW METAL 4" 2" (2) RHR (1) LHR uJ jr, cv L '�' ri' N 1 fi'-0"a� '-�3"; 1J ,:1wA�K1t1tOv �rfE: F�(SNr 12 0x15 -0 OVER HEAD DOOR WITH WINDOWS W �o 122"-0"x14'-0 ' OVER HEAD DOOR WITH WINDOWS W N �. 3,--0 x7.-0 (INTERIOR) HOLLOW METAL 21, 2,1 (1) RH (3) LH Z Vj 0 z 1 w I A � 1 O Ac 147' FIN. FL. 6" CONCRETE SLAB ��y' 3 W INDOW'S _ 6" CONCRETE �J 7 _____.__. SCALE: 1 /4"=1'-0" II� I� 1 5 @ 32" HORIZ. a " v (! !1 40 01 7 @ 16" VERT. ,w4I II' III' COMPACTED 1 112" MINUS CRUSHED ROCK 1 2" � -� _� � I ��i til i / 142.5' 2" 22'-0„ I r 2 1 I'I' I ' 1T .�r�r ��•1 — — — — — — 142' MAX. LEVEL OF POND — _ 1471TOP OF OUTLET I 11111 — `" 4' -A� W, WWII 4FILIW, tI, ' _ ��— _ 4" PVC EXTENDED 18" MIN. BEYOND FOOTING U) to I I ►, r 1< .-= ----11 =I ISI CI_I I =1 1 1=1 I � C —� — 2„ 3,_G„ 2 2 3,-�" 2., ,� ;�-�, 1 -!!!=1 I=1 1 '-6'"' MIN =111=1 11=1 11=1 I i=1 11=1 11=1 11=—_ }- W o � .�, �:.. , , , � I � { I �� 11-.--- _ — — — --_ =1 I—III—11 — � m = 1 I --i , I . 1 1_I 11=1 1 1_1 11=1 I I=1 11=1 I I I __ _ — � I • ��r —:� �—' I I_I I (=1 11=III=1 I I=1 I I=111=111=1 I I=1 11= _ w p U r © �� ► ' I —1 1--I 11=1 i El I F- 1 I 1=1 I I=1 i t--1 � E-1 I__ V)— ' ~' � 136 1 III-;III--III--i _ 0 v I I Q =1 11= °0 NATIVE- -1 'or11-11s -ic 11=1 1 =1 I I UJ I=I I �-- -�LI� 1ILDIN # z`2 SOUTH — < 0 'r7,71\r\) ETAIINING WALT...._ Li SCALE. 112"= V-0 " EATt DOOR "7' �,'lilp"05 �054^4 THESE DRAWINGS TEROTOF AS NOTED ENGINEERED STRUCTURES Inc. AND ARE °R"" 7-- `"" SCALE ' NOT TO BE USED OR REPRODUCED IN ANY CC` MANNER, EXCEPT WITH THE PRIOR WRITTEN' PERMISSION OF ENGINEERED STRUCTURES Inc. A- 7 7 OWbmftM IrM+l'4..MI„+r,..•a.s.......,,,.....•....... .. ��.. .-. .... � - � 1'SR•^M7,.`*'HIY„kvFC+,^n.^f'+•.✓ -.t�".: r�r - .- - - , 1r� 14 16 1_0- 11111111 1111!11 �I�IIII Ilill ,l.11lill ll�llil IIIII�I t'�III !II!!!I �II!!!!! !l1�� � ' �, �. 'A � �Ii111 ,111IIN1! II!1111N1I11 !1111 !ifll! �i►i I ►I III ii il � I IIIN 111111 1111N1 11NN� ��N�11 N1i+rll 111111! Illlil� 1111111 1111111 1111111 (111111 1111111 1111111 II �11�Ir�1 r�unrt i rfi� ni �rrl� nnlnluTil�iul �urliltimhiif�n�l �MiI- laidAN �m ��n„Ilil �iu�htanli��uid�5 i,. r � • tM'Ij :,•s�..•.w...,..•r -><n-.^-+r�......s.w.+r...-,r•..-,w..e+a`•+�o.+l.--+wy..,a.......... '_.—.._._.�__------ .w..•.�.rw �_y..........,,, ,., a.' ..,�.,... A 4mMlm.'ah%womwwv,-w y�e wf�.• ,....,. ,�jFa .sr...»-,..r•r�rie.oP•....wr»r,�.•,al.�•..��+, .. . �r.* ..,,.,,,..aewa r+•-vae--s-•u+•a...:xr...:+.:+.w ww- »a�,.•..e.eww..'_�t*eMMM�-rn�:wrs+is�r+erm.» nr.a....... �t»••s��lr+U+r�� A r N,2, c� q-EAR NSION AREA � - I R« NO LANDSCAPE E UTILITIES EXCEEDING 36' IN HEIGHT O ILu b� INEW SIGN Z- 6' POSTS —`— .�wm w.sa�, wen.wo a ; g O 8'0' O.C. 4 Me7E L S. STRIP / I 9 nwiar 1 9 fro I EwSTING IDRIVEWAY • _ — — — rte. ' _ . . 1` 1 I ,3 APPROAp� n ax7s+K` w - 1� QUAL)STORwFACI = I C's 24' HIDE DRIVEWAY I GUILITY FACILITY SIGN WAY f PGWEROROPNU 4' NIDE ASPHALT WALK �,.� „� . 14" R11111 ELI 142 - a W/ 6' EX CURB, ' ,,. ,.. 6ED EL 36 'w ... ,3 TO BE REMOVED - — — — — — — — — �'"'i '�" !'" y{F`C1• ll \ `POROi LKiiTemu \ -SOEWALK i I boM . SEE DET. 67A:33 ` / m - `" fir'. dip sw C , -��."\ , c o /-NEW y1111) Al. BOX I ,� — / / ma�� W� ! FENCED '' T , / y STORAGEI \ AREA m a< y—ACCESSIBLE y IE kk \ I� ; I- '/ ar-6'. IlY-6' gtll Sys f d rwool.wI /� / PARKING SPACE rV. 90E BUFFER UJ it: w �� SPLIT ® s f IirD 10 C ' til dC --- _.._.__ COMPACT SPACE i� o \ 'TYP.°' ' °''°* I ROPOSED I 'A 6 15,E SAF. 1 /- W` RJ A C I / Ca RACK n' 40 i I w 1 C C WASTE%PES� 1, \ SEE DET. 2/A--7 I \ EXTRUDED r_0 S. MPF,R QVF,RFUINO 45ow HIPS WAUPACK LIGHT FIXTURE . 2 CARPOOL VAPi00L (MILL PROVnE .S FOOTOANDLES �--- _ • SPACES w�sas • +s' RADIUS EXTRUDED CURB W/ 3OF LJ LOW GROUND COVER WHERE I anvils ABUTTING LANDSCAPING TV rn OUTSIDE LIGHTING PLAN � - fALE: (- 2. 41WAIQ As fvw 41111311105 AM/OS as A-$ Aw >. e dill Ili lIIt1 . 111�1111�1111111111JIIf NII, IIIIIIIIllN1111111111110111lIIII111111111g I If lI f II i I � I 1111 � , IlNig41NINININNSIgNNNNNAINNNqNqIMNNINN�iNNNqIN111Nlilll1111lIIIllfflfllJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII j ,mdn I '. uI Uunl n FOR: I�!,It�E RE.L -�;� I._ ; I;,, _.. II1a_ �r PAM AIS.) A891�pr►�81, NO � 1�2 9OONES FERRY ROAL-, LAME ()SWEGO, OREGON 970:5-4351 BEING TAX LUT 3UC), TAX *At? _w� 11 ��'.� P 636—3341 I Z � H: 9 — IN THE NE 1/4, SEC. 12, T. & fl* . 4 bl[1 i CITY OF 72C_R ' a t 3 WASHINGTON COuVn, (0)MUM � y AUGUST 21 , 199f I A I REVISED: OCTOBER 19, 1"��' , _J o e II '� WATER cxJALITY POI p BOTTOM EL.FY 1962 IRf JGr �R , /�.1.♦ w/rPC FWSM ASPHALT /c 1,1ea 7:1 SIDE ii.OPES MAX. \ ;I WAIEF.� 0 �`� I �srlrw►r [Lewncw ! UJV ASPMALT 1476 7EAC f a✓ - - -- --------- - ------------------ /_ _ _ 135JGRNOx I r s « •-^ ' I -' -- - r�.�yy t�y M 1t pry - _ ' _// - -s _- -- 136.4GRNO IYLY�.32p�Y�V ,I�'18AC.V-• 3n88' ic1L. o ��. __ — f /f!' / � I t� UP 0.2' I ! I i x1477zcs __--- --�•_=mss -- -" _ x � TO !!E \ � � � +.� I I 1 `- . WALL � � \ � � s� I ' ' NOTE: � 1 � � $ " " ' (j�� a '� �'\ �� '` ', 1 1 '►, ACCORD#NG TO T+E CITY IF IWAO J, 'lam AV&� — ���"'I UNCEkGkOLJND - - -. _ / jJX1479GRNU 1 �` EAST OF 72nd AVENl3E 45'#CDT W 'RF- ,tWj YEW {L'✓SFS ;ra' C�i+ - - - 2 CONcREIL 1>AOS R DROP G�� _ - \\ r � \ � � 1 \ A� \ FLOOD PLAIN. � 10D 'T�Aft �117M�JaA1N A '71",3.' AA a LU'- ''Ir NTH ELECTR,.. _ Il •' '� - _ _ -'f� S.F. ,\ 1� ` f l\lxiJ3.i�QRNO \� 1, ON THE WEST SW DF -72r d �IUff,S 17314{14: qua , "_ �. IL- I { r 4-I - .``\. \\� '1 '� \ FEMA PANEL � fS r41 C2 � MM JWM NAA�(,6'F r / _\ -- FT. 14� 1 \ �\ 1, 1962 14 ,0144 V ' I . \ ` ro+t�w nlcI.,.c E E-`R+' m' M- IN W WAT 117.61ffE rMM►9E� ..:ia'l'$ '_ ` - A;i.T V i - �� L! r j 4,rj' IST. L .L Imo- \\ \ `• \ `� \4 II L.OAOlNCs/ 1 � \ �/ Np tT 12/31/00 IE Ram X1 x I X147. . �� , r 4trS \��\\• \, I I u �, ,'F � / \ ' Mil �� \. �• D � � � 0 RETA,14,NG TALL ( � ,� IEXISTING C,�i�CI Ill..�IIrfJJC I �' �*�° �, BGRND c I . X 145.9GRN0 � IIW / ,1 6GR ' ComCK 3. 0000, , ; / i , , �•- ,c co x 1471GRN0 , I / , , t: ? r PROP 0 co 1 _ ' l<6.9GRND / ii�fL?1G1i II II - 3U SING 1 - S.F. 1b148.1GRNDl I f I 1 , Lu+si. !—� }fi- `�• r 1 �I ,1.A - m 148 x147 acrrND ! t it W a;PH '�jl 1 X1 ,OGRND ' /i � i I 1( QQ r� X 1 d7.1 rRNU 11, ' 0 a. I' CJS I �� -- __ 1100 QQ ' " 46 6GRN0 1 __ X146.8GRN0 PARCEL 2 ) , V CF r � SQ. FT. TOTAL , , - w I� I p I -�� ►4! DQSTlNG \ \� 1. \ \ i I CM± SQ. FT. TO TOP OF BANK I, 48 7GRN0 X146. 1 �, `t 1 It o „ F&fAiMG WALL tss.BJx `- 1_- � ;� - 11 I�lS7AL:lo FOOTING DR4IN Z '` (USE BUILDING MALL) � v/ CONNECT TO STORM SEAR NOTES: 0 46.19GSX i .N7 IF -RiI41�L`s`n1A A,7-V r 7A TIM -qcm I =r uw:rJ� -- - - - - -'-, 1. ELEVATIONS ARE: ON OREGON DEPa4R'A1F 5 C IN LI _ _� ..�—��. — i— p FE CE ONR PAD ` - - - aF l ,` �~ "_ ' ' = LE E D: BENCH MARK NO. Y•-67 SET IN 1885, A 3' 1S`1"54 a ` ` `- C N ' ^+ J 3 �`1l1c lAPL _1 - '- -�' - 2. THE BOUNDARIES AS SHOW v ON THIS'AMP . i {L�(1/I+� E 'N�'' '7•Mr �+ i I CHAIN LINK MONUMENT FOUND AS NOTED R' FENCE GATE MAP DOES NOT REPRESENT A SURVEY TL'3�. Iii M41 7o:NE I.R. IRON ROD SITE/TOPO INFORMATION ONL Y. 1 ?E 143.0 � •r ;.. -�= �f--'=''= , ;-' i' ,- _ __� ' I 1 N§, -_ _��`���� -�' Y .' � I.P. IKON PIPE 3. THIS SURVEY !S MADE FOR THE ORIGINAL �U�4� 3F'f+E53LIPi��" QNLY. MN ANDY PARIS do ASSOCIATES, INC. ASSUArES NL .11 1T'?JDA'NfTTfDV X '� ✓- f -_ ' _ _ / WA TER VALVE SHOWN HEREON TO ANY CT,4ER /NS7rllTIDANS 1rVP 51f ' OF THE PROPERTY. WATER METER 4. SURVEY IS VALID ONL Y IF PRINT HAS SLA:: II 146 _ - - ,,, r4G -_ -- -�J �_r _ ' - _ - G,15 METER ,I 5. NO ATTEMPT HAS BEEN AIAD£ AS A T IDF ?fly s�UPi'�� ZC ;�N �F O,o � ���y i' % cm WOOD UTILITY POLE SHOW DATA CONCERNING EXIS7FNCE, SZr, jZ - =WrT . :„k;sA�T%, 5 LOCATION OF ANY L17ILITY OR AIUNICIf'�9L/'I�LlL.�4iCIa'E 4'71TY.'. FZW METAL LIGHT POST INFORMATION REGARDING THESE- UT1L17}E3 UP s.AL7L . �.6�15`E V1 T THE APPROPRIATE AGENC�tS. GUY ANCHOR 6. THE LOCATION AND OR EXISTENCE OF UTLIT+' �,1IEi TM THE SPOT ELEVATION - FINISH FLOOR PROPERTY SURVEYED AR£ UNKMDNPu -AAO 44RE ND- ;rIN►. p II I I _- ' - O - +!4/A/ LINK FENCE 7. SUBSURFACE AND ENVIRONMENTAL CONDI'77 M .40W W1Dr�M fL �i CONSIDERED AS A PART OF THIS SURVEY tC iS�F�.1�`NT 18�AMLIg M' x •.Pi3 r ELEVATION - TOP OF BANK CONCERNING TfIE EXISTENCE OF UNDE+�t�UItUI �' Z11ERIi'FEAIL'�S -a o— ()R FACIL/TIES THAT MAY AFFECT TH£ LI,$E DV4'1E-���tf�i JA9C7' x SPOT ELEVA77ON - GROI)ND SHOT _ THIS SURVEY DOES NOT sr.AM 1l-�01-d x POT ELEVATION - TOP ,SACK OF VERTICAL CURB B THERE MA EXIST EASEMEI ;LWDITIVA "T�I, #AQ-=� tis ;• , S AFFECT THE 77TLF OF THIS PRDRF_PT!: ND 4417aa -'•I>I�i� AMMQE IN� I4 ' PVf. PIPE ,FLIbII ft /9WArL IE: 140.99 THIS SURVEY TO SHOW SUCH MAT9S THAT M4,11'ate"`7TT,S 5/7, 7 R. I FLUSH IN ASPHAL T HELD EXISTING CONTOUR LIW.. � •-- � Lu ••------ --_. NEW CONTOUR LIW ■ ►�� �`" Lu tin EXISTING SPOT ELEVATWN ,�\ ,,�, mwr -- W34 SPOT EL A TION & r 01 m �— PF,OVII7E STAKE, SES 5�'s i� LVMLZfir WAUX ELE'. 15"ATION ED ® AM PW AS %717D `9333 D.M. LNENC14 MARK ! WALLW WM CZPAW TOG TOP OF CIJRd \1 111�iMT 1�1jE LAM" & VAN �- o� � DOC D(1TTOM OF CURB WA{114L P11WE1 ll�illt f1�1.?r1MM'® D MQM MH MAS;!MX.E ��- 1�HD ;Mlr i�mwF�as herr -cuutl GO CATCH BASIN ^� I N�Ir'=110C1�QM � ��glhsrls I �5-'T�Qt16 �c net s�srsw�I.Al�wlR�. «... �• �j"�'�'t; 'sl^�..Ml.'M1� uMNYM:, -.. ..a^":'hYY<MPkK..,w^iTf7+H.fi.(::9F'.S�R+at7ltu+ry"'".�.'J,�ieYi'r ,,,�.,.e.r:•;�,S,.r„au':*��a!W,. �` .r....�r�...� dam AMMI 17 I a b. 16 Ili i fill At” � p1 I 1 111 it{1111 1111{11 1111111 111111111111111 1111111 ILII II Ilii II i I Inlr{i , mh �ih�tlmrfll�ilurphli�rudrt�rudirlludr�rluulrlurdri�rrrdrRilrrrrGru rp�lr„�Irllu�hilupdrrrd� -�MY, ".n.i... SURVEYED BY: TOPOGRAPH C/SITE SURVEY ANDY PAW AND ASSOCIATES, 15962 BOONES FERRY ROAD LL STA off FOR: ENGINEERED STRUCTURES, INC. LAKE OSWEGO, OREGON 97035-4351 I IE RU196 r PH: 636-3341 BEING TAX LOT 300, TAX MAP 2S 1 12AC Z_ o IN THE NE 1/4, SEC. 12, T.2S., RAW., W.M. ?y V) o r CITY OF TIGARD f' WASHINGTON COUNTY, OREGON � y I AUGUST 21, 1998 a In ¢ I I REVISED: OCTOBER 19, 1999 J w w J I roto ^ Q5Q5gyl 7BM dbqnwmjKI Mao f"DICE. Or �1'1 ( I e u. r/wc gGWN raw- 1 SF �AaWS M♦it. \ WATER \� ^ M ' i g 19YYLT - 9[MY IALU. `• 5 nee w w mow- rly 5/8SP FLU }( YFX{I sa MELD-AAT fy Ji+4 Z ' HELD � 1/2'l.R. - __ _ _ STRCiL$N UP 0.2' OUTFALL TO �C O N a w:v -_ LU slur a . ore V E - -' - - - � ' I NOTE Q I 5/87I.R. W/YPC I rr n 611 - - _ - EASTACCOO 7 TO THE CITY OF T I N0, 1NE AREA FLUSH IN ASPHALT -t 6• 1 EAST HX 72nd AVENUE IS NOT NI TIE AIN YEAR N TJ•J6' W 0.26' I '4 as :;L,wu � ],�(( G ROW PLAT/. THE 1W YEAR ROOD PIS I _ ON THE NEST SIDE OF 770d AVT1D T MARC. 1 I I - - - -- -- - FEMA PANEL / IS 1102 76 DDoSe DATED MARCH FLUS R. W/LPC ' - - 1'� © 2 1, 1987 F>- 1 FLUSH ' ASPHAL/ T a S N0 40o79'oD" w h BALER LOCA - '�`L `qll. A 12/31/00 V 4 EXPIRES: i 1 I 4 \FDACTEL •":_F l IdFAOff`. O) I&AI t A31s W �, �lv / ,� ' , Z CN(40V - $•SAN-- I ,o' ,_u.oex ,/ •,✓„% ' I w 1 I PEIUW.L RMl ��T Air i 1 I FXII�1�11!!V� �'�IVL� BU ILLI I1�FL ', �� H F LL. r i 1 �a • YCL Lr10 CARAA N -50' STREAM- U r I � smE Blas+: = OF 1 I coRLrtE1E L it Shy Boo Jv Dim 7 O I I ) #I w W � = m v v lipAuJEi Z - - - _ 1 w �� , .nit so -m TOP s4F Yww: I ti 1 544i11/ri ATL°. • Mo UNDER I 1 i � f1' 1 GAS LOCALES 448111111 Jr _ 4 ✓ I ! Y • NOTES: .` �A I. ELEVATIONS ARE ON OREGON DEPARTMENT OF TRANSPORTATIONS DATUM FROM O♦ BENCH MARK NO Y-67 SET IN 1976, A J- BRASS DISK A, f _145.0 �P F 1. THE BOUNDARIES AS SHOWN ON THIS MAP ARE APPROXIMATE ONLY. THIS '$i (L♦♦ I� g 145.0 Ace >x 1 I _ . 09 411100 NT-FOUND AS M07FO MAP DOES NOT REPRESENT A SURVEY TO BE RECORDED, 3UT WAS DONE FOR WNo ♦ ♦ 'j SITE/TOPO WFORMARON ONLY. i R' 1Rf7i1'�RFXLl P' iRfYFpw: J. THIS SURVEY IS MADE FOR THE ORIGNAL PURCHASER OF THE SURVEY ONLY. Q I STA ` ` W'•� ANDY PARIS & ASSOOA TES INC. ASSUMES NO UABIUTY FOR WFOPMA nON OO I I 1 1L 10t VAtW SHOW HEREON ANY OTHER INSTITUTIONS OR SUBSEQUENT PURCHASERS F f -fj' - IY� IMM[(�MC7lTR'' I. SURVEY /S VAUO ONLY /F PRINT HAS SEAL AND S0NA7URE OF SURVEYOR. do c�V3=nK"7fX`' _ 5. NO ATTEMPT HAS BEEN MADE AS A PART OF 7N/5 SVRLEY TO OBTAIN OR •ISO AMh7F1 URj:LTY POLE SHOW DATA CONCERNING EXISTENCE, SIZE. DEPTH. CONOTION, CAPACITY, OR LOCARON OF ANY UTILITY OR MUNICIPAL/PUBLIC SERVICE FAOLlTY FOR 1 }� MCl* LLCM POST INFORMATION REGARDING THESE UTILITIES OR FACAIRES PLEASE CONTACT I1 `AEtAVNr ' ,�� A THE APPROPRIATE. AGENCIES. 1 I uECT.nc V11M1 _ 6. TN£PROPERTY sV AND OR EXISTENCE CTS UTILITY 5Nor S LINES TO THE R„ SPD'! ELEV4'l10N - FINISH FLOOR PROPERTY SURVEYED ARE UNKNOMN AND ARE NOT SHOWN. 1 / CNA* LRFENCE 7. SUBSURFACE AND ENVIRONMENTAL CONDIMONS HERE NO' EXAM, OR M' 1 1 CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE EST SAN MH viu SA"I FLEVAMTION - TOP OF BANK CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS STA 6400 64 OR FACILITIES THAT MAY A/FECT THE USE OR DEVELOPMENT OF THIS TRACT SINN ELEV4fi0N - GROIWD SHOT W . A. THIS SURVEY DOES E4 SEVEN CONSTITUTE A TITLE SEARCH BY SURVEYOR 5/I-IR W/IPC ,? ARE oxE _ _ SST EEEVA•T10N - TOP BACK OF VERTICAL CURB rNERE AFFECTMTHE A y ER7LE 0THSNPROPERTTY.OND ATTEMPT HAS BEEN MADE IN FLUSH IN ASPHAL E 14118 - '� d; �7 '� As 1H15 SURVEr 10 SNOW Su[H MATTERS INAT MAY AFFECT nnE. 5 8910' W 059' "-IR W/ �. FLUSHW ASPHALT Q� HELD ,.r.,.� irk, � \\\ zZZ' V A/AA.L Od4woff LOCATIONS AND wHEw ■H� )Mpqw ' S�FETIETO aCONG I T URN.• W n��n� 1d Ai$I,rATAIN►6E4�LSfs I L71t MITMDI 9 OF THE OUTSIDE (� YJ T fJASFC� I/%� F"rlAt'tO�S�lI'a_ t�T►IMR V OF COM 9ULL of SCFm. 40044.'v ., !i- WSAN- NEW SANITARY �-� A6"~��1"�WAY111111 PVC 3014 MATERIAL. u WSAN - ENING SANITARY __ ® M CATION BASIL '-D. i•! -V WSTS - NEN STORM SEWER c - - WSTc - EXISTSTOKM SEWER 0 EXISTING • MAN40.E :3 .- W- ETQSTING WATER ,� ,�, FIIE N,�IpnE .� `-- -- Fw— 4— in DOMESTIC WATER ❑ :£ R'�F -SFW- FIRE WATER M M WMR G- NEW GAS UTMZ Y VAULT ti —G-- EXISTING GLS 4 TR Y670NfiE IIID I-AD �E Il AS RRLM. No. E- PELT ELECTRICAL .c- ��- LIC>W iNOLE N011•'D 099333 E - EXISTING ELECTRICAL _E�_ -w- W/IlAAO111NEDLlOw LEWIS & VAN VLEET INC. IE INVERT ELEVATION II ` �1` -warm— W. BSa ICS�A G.O. CLEAN OUT { FM DRARTA�T OQI/�iT3UN sen N11 CONBULTINO EyNOINEERe MI MAN HOLF. !b M VALVE tu8d 10tH, w g 97062 rood Cm CATCH BASIN O O CLF-40270 eqmphme C+ 2 ► T14l6T BLOCK R03) 805-$$OS fox (50J) 885-120$ fox - ITIeM 311/Eg7 H d // LL n • ' � '.; -- ,• .-- p7p111�3tlIppItlllltltlllplplllNpIIIINIIIIII�IIIIII�IIIIIIIIIIIIIIIIIIIIIllfl1111!IIIIIIIIIIIIIIIIi�lllllllllllllllll . 1 I.16fihnLhl�unllL�Nul11Si1 Ilk , -4 A .J. I ` 11 . 1' STANDARD NOTES FOR SIT FENCES: 1. THE FILTER FALBRIC SHALL BE PURCHASIED INA CONTINUOUS ROLL CUT 4. STANDARD OR HEAVY, CUTY FILTER FABRIC FENCE SHALL_ HAVE z ' TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN MANUFACTURED STITCHED LOOPS FOR 2" x 2' POST INSTALLATION n • JOWTS ,V& NECESSARY. FILTER OLOTIH SHALL BE SPIKED TOGETHER STITCHED LOOPS SHALL BE INSTALLED ON THE UP HILL SIDE OF THE - A. ONLY AT A SUPPORT POST, 1111TH A YriiUM 6-OMDH OVERLAP, AND SLOPED AREA. BOTH ENDS SECXIRELY CASTIENED TO THE POST, OR OVERLAP 2" X 2" z oa POSTS AND ATTALH AS .3}IO'MIN ON DETAN- 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN ' 2_ THE FILTER FABRIC FENCE SMALL BE INSTALLED TO FOLLOW THE PERMANENTLY PROTECTED AND STABILIZED. 149,23IBC CONTOURS WIERE FEASO F TW FENCE POSTS SHALL BE SPACED A x' MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR v A 1111 OF 18 IN(HES- IMMEDIATELY AFTER EACH RAINFALL AND Al LEAST `ALLY DURING PROLONGED RAINFALL_ ANY REQUIRED REPAIRS SHALL BE MADE 1 THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 IMMEDIATELY. W _ I \ INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE (3ur ' I MfSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE r I 111 ENTIRE DISTURBED AREA- WATER GYIa1.IT ' POND 50ffOM ELZV 06.0 � a � V v' 8' 1.k. W/rPC fLuS AJ-1I Al I i•1 .71ii/G ii/f G7 MAX. h ASPHALT - ELEVATION X 147 MA , I CL I 148 66' r; y M.3j. I I ASPYiAL7 �r)47 'FAC 73`i 7„�tNDX - - - - - - �________- __ __ -_ "___ __-___-_- =___3 ASA - 1 ' +� C 5/878 FLUSH ` - - - - - - - - - - t E. I I _" " _ Xe�R6SAG _ _,_ _ 36.K,�RArO t 31"S IN ASPHALT 14a 18Ai r !� __ x� I �_ HELD �' - - ~ _ .. - - �' ( ' • C04 t 1sin� to BE f - I 1 Ili+ / G j �Gf -- 5 - - _ - 44 - " a = 1 51871.R. W/YPC I �� 1K - - �� -- _ _ _ - "X ru 90wnC ` r FLUSH IN ASPHALT I I - _ _ _ ` ` % I ':'R,' ,tea _ - - !066 N 73'36' W 0.26' � 141'E.6 r S.F. I�, � \IJ5rG1FwID � _ � 1 :,i, 5/B,.r.R. w/YPc ` F.F. 141.0 ' 1 FL USH IN AJPHAL fix - ' S/8 1 141.0 144 \ �. `� V '� 1 ! 2 1 N 00139,00" w ^ + CD3 0a .>,_�, , • 1 0.40' 148,14 IBC RDrI IK� T1 , • w cLLCTxI . . _ 1 ` 69 1 Y UNDERGROUND .�-{L I4�34C5 g 1A4-0 WATER LOCATE VAU�T tsts7lcf"ff� OIL.,WAIGR I (� 7 lms x• r ' 1.� 1465 • ` � ` ' I i0 X 146.% SEPARATOR 4.5' IZEI'. WALL E �Tt�s� � ., v► Iol A Y •, ,i METAL ' , , ` �` 146. y I _ ' K1471GRNP 1 ` \ v %` � MST 1'1r�'�C'.AI. � \ \ \ \ \ � �• `♦ ` !! CWrASL• G 4. Rip, ' 146.2 \ 1 1 t + ♦ ,� '�'' : . ,4CCESSIt3h E - \ \` I �, `♦ ` • �♦ s ^� 1 POLITE 1 � X I .3GRNU ', ��1 \ ` �� � i l 41 i11 � 14 .5 � ♦ � •. aM .I X147 _^ -yx, 46.5 \`� • lk �„� m 1 I 146.5 `\\ /j �, �1 ,d 146.1 I ` ruL ,G t i + x146 7CRNO ' \ 4 148 28180 \ p!i ow 7GRND \ 1 � a �. x' � ► ' W / � i I M4 0 co 11, YNCREN NEIA011NG WALL EXISTING CONCRETE BUILDING CC 146.1 \� 1 5 146 ,a 8~ 4s 9�Te1D %1 D 1�y I 1 r4600.00 ( }' META GAURD RAIL X" 6Q4 - _ cl ' I I CONCRETE STEP 146.5 47 ,,,' ,•,/' / !r i r _ �fT•. �� / / x1A7IGRNO i / ' �� d ` (; �." app I I / � 1 1���� I ire 1 � •� 1v,]�,' s.. , 132.7CAM co I I I I ' •� t= t I4�5 �.T • ,' r 48. ,id J 1498119C! i 1 �F.F. 1410 , / /,/ /, i 1 a g 1 ; •IYL jfA `Ij X OGRIVD N#37.2~ 46 6•:F'r: ,' I X)46.BGRND 1 Z � PARCEL 2 F I 8,954 SQ. FT. TOTAL Lu 0,000± SQ. FT. TO TOP OF BANK 0, r i I ' 146.76RNO X'46 rra�_ ( * .. • b•1 F�1 A1J�i11YC� I� AL.1- •E� a UNDERGROUN 1 I GAS LOCATE 1 145.83X + L r NSE DUZL. OOT 4JAL.L) a " D�fSTALL FOOTING DR�4IN � CONNECT TO STORM SEVER dr 143.0 a x746.r9GS • 146 - - -- -- - - - --- - - - - o` 15193TBC " "- ZI '06 41Y LIIII LMS I -- D4 r e CENX WE PARC L 1 1 IE 1432 � 41, 2 S FT. 1455 �„ I 146 EROSION CONTROL PLAN -- STAWAPD NOTES ERC-NOTS A. CONTRACTOR SHALL INSTALL_ AND MAINTAIN EROSION/SEDIMENTATION G. THE ESC FACILITIES SHALL BE IN`zPECTED DAILY BY THE CONTROL DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THESE APPLICANT/CONTRACTOR AND MA)oJTAINED AS NECESSARY TO INSURE PLANS AND PER LOCAL_ STANDARDS. THEIR CONTINUED FUNCTIONING. - 1 B. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES H. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR NIITHIN THE 24 HOURS 1 NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE E �rkl� I DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, FOd_i_01MNG A STORM EVENT. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) I. AT NO TIME SHALL MORE THAN ONE FOOT Of SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPEC CATCH BASIN. ALL CATCH BASINS AND ' C. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. �- I _ - - MAINTENANCE, REPLACEMENT, AND UPGRADING OF 'THESE ESC EEE!Tp1. , ! + I - _--__-- -� � THE CLEANING OPERATION SHALL NOT RUSH SEDIMENT-,_ADEN 1 1 ( 1 FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR C�1WOL. PLA WATER INTO rliE DOWNSTREAM SYSTEM. I, vnuLr _;-' ,_ _- - ""_" V UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND ,,.1 ►- -�� f j l _ - -- - I I SCAM ice_ �. VEGE TATIONAANDSC APING IS ESTABLISHED. J. STABILIZED GRAVEL ,ENTRANCES SHALL BE INSTALLED A' THE �. l `� J " - BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF _3 5/8"l.R. W/YPC f'. 12 c,m PRE - O � ,� D. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL THE PROJECT- A901TIONAL MEASURES MAY 13E REQUIRED TO INSURE � �� o FLUSH IN ASPHAL T IE ISG V9 BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE S 8920' W 0.59' THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE PROJECT. "l. FLUSH rrr A;�Hc FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING HELD SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE K. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION DURATION OF CONSTRUCTION. (� 1� (3 IS RE-ESTABII;ISHED- �j„j � E. THE ESC FACILITIES `SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 1'V CONJl1NCTIGN WITH FILL. CLEARING AND GRADING ACTIVITIES, AND IN L. PAVEMENT SURFA�S AND VEGETATION ARE TO BE PLACED AS RAPOLY 1� O SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-I.ADEN AS POSS19-E- 1� WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE M SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH ORAcmrs LEG= APPLICABLE WATER STANDARDS. p F. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM PHASE OF CONSTRiICTION N. IF THERE IS EXPOSED SOILS OR SOILS NOT FRILLY STABILIZED FROM �--� tn �i - - - - - - -- __ _ - F�STEMGI TAM LIM �L REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE NOVEMBER 1 THROUGH APRIL 30, THE WET W 04THER EROSION CONTROL �cowcm E� �T� �� CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS MEASURES IM_L BE i1M EFFECT- SEE SECTIONS 3.3.7 AND 3.3 8, TECHNICAL © S E NEEDED FOR UNEXPECTED STORM EVE14TS AND TO INSURE THAT SEDIMENT GUIDANCE HANDBOCK, FOR REQUIREMENTS. cPN Vemm"Al"t- - - AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. RPVI-J 'I'M- ff IS FULLY ESTABLISHED. �� EXISTIIWG SIPIOIT ELIEVA72M FM HYDRANT 1545 184 91"M F�_Ei/A7'):0+11 Q Mt METS Im mervoc /- rROVMDE STAID SW SrW [V Ur LITY VA IL-T salluE I�1. � ELEV. ELEVATION TIRANSF'OiNER AND PAD AS Women `mm BAt ee�w� ®%olVALVE BOX COVIN LEWIS & VAN VLEEli 11�!CIc! . » TOG T1� OF Q� -c- LTGHT PXXE CONSULTING ENGINEERS 9= ec"TcalE CAS C3 �� WALL MMt71lf= L-TaW 1@660 sw bsxmes ferry road 7062 Cd CATC14 SAM eC m< EDRF. 0!1'Al+t?irENT CO!!ElC170M tuC: 3 503)n, 5-19crag4plwn �i (03) Q8.'5--11220D6 foxes ns�sl► ser a • , - - -- .�..o-�_____.'-....,�•-_......_ ._ _..,.....�, ,„ ^�M,.", ,�.nr.._ - - .Iw,.aw+-r�_..�.-_.. -.-- ._.___.._.. ........._......___.._... ,.o- _ ,r�'.s. --'a"'"^"r-'-•.,�,�,,Il�•- -R--�-'..,, ', ,- ->f--- . - 6 r 10 !? 14 16 A Illi tllllll Itill� Dill IIIIIII 1111111 - - It Il�lt 111�I�1 IIIIIII �I1111� III�I�.Il •,. , .:� �_;,� • - ' III Ilil�ll IIIIIII 1111111 1!11111 IIIIIII il11111 !111111 111111! IIIIIII IIIII���IIII�II !111111 IIIIIII 1111111 IIIIIII IIIIIII 9111111 II �IIIaw1I l . Lill! I�al ,�1 i ��{ �I I + Lill i� III 111111 � f111I1 11 it III�11111I1 8111 IIIIIII 111111 Ililll I uulllll 111111 1 IIIIIIIII 1 1 11 fIl IIIIIIillllll _ ~ :����yt��'..w.- nait�_„.r,_ +w11rl��r+1i.-,�Yr, .. ,.:`»-.--- :5.:.?.4-«F► .._....,•,,:ylfi..:,.,.+r+... � _ • -a:✓t�.;�•W+NII d ^•ti+e;n r:++a1�n+c:w.•M.IIP.a4+11�M�a1ww►... .o-. '�+w�.w.w-cf."..-.....w.•...�..�ro�•rc�-.�ea.. r+....�. p. .s-.tv� «rwsa� LOCAL WADY To LOCAL PLLOOM p IL ' TYYwoT BLOCK x � Q sTARwANNostoDE $TAMOJ/II6 DISTRICT DSIICT WAl1ER GLAND e-E717 ff O > so* * �? WOOL. FLG.• PE -- - — FLAW COMIFtM ABA"= r --q FLOW *• ~ra/s �.i INC-470110T=FWAW aw111MC1OR n) sEx �u J aAeaAl/+4ilfoo lG Orerlca /1 VAULT IN II NOIV9NWOc GROUT 24' YM O P11110TO BAaOlL . FINE WAEIEEW 0IOLI U 0ECI dw 0111,10 APPR01kD LAOOQt - 7- WITH ALUMINUM LADDER IL EVIH1901 BY UTILITY VAULT .AF PLAN W t 1 to aMs at SJW6 ` ti. / ASE�►'�' Gomm UlE--W o f � e. V H VY 50000 P.S.I. f WA E. m f 1M 1M�Bali E HEAVY OUTY CAST WOK ORAS. JJJ I QF/IRAAIOL OY QBE AT OOF4EMED OSA:Y Y,L.YE mL RW EU£W1VON - -INLME OFCK VAILVIE BE PLAN I ODIIIRftAW 10 RSTALL _ BALLAST 5 ry S�1 COIL. TYIA6T LM 'VERT A ISMFLOWM ON 1 HIM ROCK IINGUSIR113D, JB. io "! IRE OIOIOIMA7@ E)OST. -- RA��21 AINEA BEE PLAN FT. y „ IEISTAUL !IY PUWDom ID DAVLXW a rwElBEf 11/3I/00 10 tOPRR ELEVATION CI MTACT 041CT FOR sI CSr. OIL TRAP WITH A• j" PLOW smmovAlm CLEANOUT PLUG FIRE LINE DOUBLE CHECK DETECTOR \— z4' — J aslB NOTE: NOT TO SC/W_E • w '. UTILITY VAULT OR 'EQUAL FILM DOM r r• A- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MIIIINUM) SBL _ SIg KITH F-D.C. WIF/OUT FMC- OR •EQyAY,. M711 ALL JOINTS MELDED. CATCH BASIN CAN BE ROUND OR SQUARE. \; B- CALK PIPE TO CALKING HUB. 4 676-WA 577-IMA J-SWL VAE y, � N C- SET CATCH BASIN ON 6' THICK COMPACTED CRUSHED 6 667-WA 676-RIA J-SAIL IY lYMDlLI p ROCK OR SAND BASE 6 5106-LA 697-MA JIT-3111L c4wr BLOOM WWL 4 CIE=T$F Qi6/'EP OR70C q..Y M$ D- BACKFILL AROUND CATCH BASIN 1MTN COMPACTED CRUSHED ROOK. ARplp MAW FOR 0RgW1AR law MALI DRILLd E- [ L (S) 1' A. HOLES IN Td' OF BASIN EACH SIDE. = 10 510 MC EN 5W�! EQUAL }AL r Y.. CATCH BASIN DETAIL t3N FIRE VALLT 4 FIRE wmA -g mrAm- it- Al CSE 1 = WRW AULT clfms U r- � o a' !2 m a U) Y W W 3 W Z Z W ® A s r s 0 u ANGLE lIOTFH ETOS OF FaTBR FABRIC Fore TO assuRe San. a TRAPP!'D •ice olqV DIIM6OCT® 2'�rMTS AND ATTACH / TOP VIEW FILTH! 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