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15755 SW SEQUOIA PARKWAY-1 , x„ A nI f f i J 4' l eMx s—Plan Dnft Pavkig Plan Dhn /4" CHAMFER _ --� 9" —� BOTH SIDE -- - ----- - _ - Ingrim 8" Mills I" I" ------ Extruded C.onc:. Curt? REINFORCEMENT SEE A _ Oxy Bond (Asphalt Tack coat DETAIL � � v Architects/P. C. A C. Paving) S-5 r — °• ° I"�"• — Finish 5ur'fdclrq (see pWn) -- S Architecture/ rSequiona Parkwaykyor Design s `o °'• — Crushed Gravel Base d y Suite 170 II II IIII -3I��II r - ° o , '•, ." •10 �. o�_ _ ---.. FAX(503) 824 Oregon U8351224' - 2 � (503) 624--7796 IN T GONC,RETE c.URB 2% SLOPE 0 0 _ ctp ° p' ° a , PROJECT TITLE O • o o AG. PAVINCt-- `i 4 Jj L All ,q Note, Expanslon Joint spacing - 200 Ft. mdxlmum and all a N� Q M, l ' • _ points of tangency con actlon ,Joints - 15 Ft. m4xlmum V ` •4"4 0 i "4V �✓i F'� 2 EXTRUDED CON[, CURB TYPICAL OFFICE BLDG. �.� ' Lel 11�= a �• •� 1= A1� _7T7 -- --- I CONT. FOOTING //� p SEOIJOIA PKWY. -1 I I—III-1 I I=I I ` _-1 1 '__ ____, ���/���� r•-,� yr�������ID�� t� _--- --- _ RAMP TO BE CENTER[p I J 3 U WED R //- r I i —CRUSHED ROCK BASE U)/IN STRIPED AREA - WALL SECTION (TRASH ENCLOSURE) 3' r ------ -__.— _.._.- --_—_------------- -_ ---__.- �'//'�-. ^ g.(�" / 111 HIGH CONG. TILT UP PANELSMI . 'fY QEF ST1.ICTURAL FOR REINFORCEMENT IOIt MIN. SLOPE —IOa► MIN. SLOPE � AND ATTAGWIENI. T tAAn+ /� � -� -PLOPS tRA11 PAC) A A6 TO FLuSW YR W/GONCRFI'E PAC) ANP AflP•1At.1 6FtAVE LOT 4 TOTAL: h.08 AGRLf. KTA. Ane cwowlra - ��L�. ,�, Fe• roa g 4"A40 LOW v�'� - _� g b �' ' �—PROPOSED FUTURE PARTITIONING -�' �Tt �y� ,:- PACIFIC _ 6.. A.C. PAVING- dI�/ E-.----sLy9.3�� .. REALTY Lp. o. ° ° o o ri/ aa► �NCj \eek �� ,gip {`� `�YN. ,,��• , ASSOCIATES, L.P. • • - °° ov . - h(jD G - • \��a1 '11 D � q • `T r 1—�T 166.3 0 ° I I 1----J I I• I I \ \�. MaW1� 1P T CONCRETE CtJW " \df�� er'° , RD rJ SPP Z It I: V I 5 I 0 N S — —_ _— N DClCp1Pt10M �pATi — � — � -WE CIVIL MAIIIIIII -) I 1=1— II—III CRU5HED ROCK BA5E ts•;r o AtTIITYL ROI TYPICAL 24" SEQUOIA --- - ___ __--- 1—,1 I I—I I IF 9oa �6 IxIaEHs a r-I T III—I v `, ' roa, o X34" SE OIA SECTION ► /c' 30' _.QUOTA /4- SEE LANDSCAPING PLAN BUILT-UP RAMP DETAIL �I/ \ O CO j s FOR EXTENT of WORK 0 O _--ROCK ExHSTHNr•,1GN 7s,o O ` �\` _.WALL �- Tooled Control ktlnt7 8 g -�� EX15TING P05T5 gyp" x 14,° O WITH CHAIN POST MARKED vs.o �, TO BE REMOVED Concrete Slab or !'Idewalk f 0 GTE E r p O o po b�0• 00 • 1!r � -- - -� •• O° _ `` �rrma 177.0 T O O •.o Jo _ \` COIF O •.Q •0 0 0 __ __ �\ O 1 COLD JOINT To,Aed control Joint - Concrete slab cr Sldr-lualk TYII JOINT CONCRETE CONTROL JOINTS 4 N.T.S. / - H7DW-A I V O•U G"iAI-V• !.j L PI1-'P- PAI orp'D �vlr� Vwp r 11TH:s� �Et. •�T�s ®6'-o ew.C- r'1A�. 7_ I'-h" _ 15 TREADS as II" =13'-9" SITE PLAN1 ROOF PLAN Q N �,l r I" t NOTE- CVURDINATE GRADES WITW CIVIL D • I H:HO LIG• !a °D \� D "v - --- - ---- S \\ � S H E E T 1' I T L E -rip. �`� 3 REBAR NOSING 11J/ 1�z MIN. COVE .A6F VrP. jI I E PLAN 11 � V PLAN D W 4'30INDEX OF DRAWINGS �- $ 4 REBAR 'al I o ---.--�_ ---------- -------— --- -__— _- ---- AND O.C. TYP. ' t 1'-�• CIVIL DRAINING — ROOF PLAN C- 1 THRU C- -- I>} 4 REBAR W/ �1 Insertion olnt GLEVE IN 5IDEWALK D D II g;; � I " — END D I i D ;� D� 1 -3• A-1 SITE PLAN/ ROOF PLAN ANC? DETAILS ,► D - - --- A-•2 FLOOR PLAN AND DETAILS �-- nnvm r„ WHIR CRUSNEp RUCK BASE I I__ D � 73 301 p& T �' 3 - A--3 EXTERIOR ELEVATIONS /SECTIONS AND DETAILS w .mC- . - VA" - I - _ \ \ �.� f�,- :STH-sP S-1 GENERAL STRUCTURAL NOTES ;�� 0. E. DANIEL INGRIAI�f'4 10s M408 TION PLAN A";fIftwe,- __� I II;II I III 1=- S—,� FOUNDATION ® � SITE STAIR SECTION - INT. HANDICAPPED SYMBOL c�_ . __-_ -- — S 3 ROOF FRAMING PLAN I V2'=1'-m' I � SCALE: 3/4"m 1'-©° � t��oRTtaND, oREGDN�� S-4 CONCRETE DETAILS AND PANEL I�LEVATIONS --� �Y .. m of o L15759 SW or5Bi 9 Sequoia Pkwy t S. 5 CONCRETE AND WOOD DETAILS Iof3 i IF THIS NOT'IC'E APPEARS CLEARER THAN THT DOCUMENT.THE DOCUMENT IS OF MARGINAL,QUALITY. IjIJIJIIIJIJIJI IJIJIJIJIIIII I IJIJIJIIIJlJI I'IJIJlJiIlJIJIJI IJIJIIiIIJIJI I !JII►jIIfllll I IIIIi;1j1�1�I'I IJIJi�IIIJIII I IJIJIIiIIlijlll iJIJIJIIIJIJIJi I iJIJIIiJiJIJI IIIJIJI�IJi;I•!! IKON Moto CHIN* —�-- � ' IIIJIIII IIIIJIIII IIIIJIIIIIIIIIJIII!!IIIIJIIHIIIIlJIIlI IIIIJIIII IIIIJLIII nn!flnllnlhlll Inllnn!nlllnllilnlllm nnhnitllnlnnllnllulltnnlnntuuhn11n11NI,nlll�rlir lullnn nnhln ilnblll Icii�lntltntlntl tullalll!inhlnlnnlnu 11111 till 1 : 77779 - .. - .... .. ,p r 4 J I 21�Zn B U. ROOF W/CAP SHEET -- -- - - --� - + BASE FLA.5HING EXTEND OVER TOP OF -ARAPET -rm rnTrm m-r•r+. —" -rt'- " U 20 CiA. METAL COPING W1 CONCEALED CLIPS i 5LOFT T 1T }• 4i ��nc.:.rru..�r_--.;:c-mi~rs »i:mrsrmss.: ..cm=•:::�,�>.W:vs:�:mr:um::s'« n;,•K�.•�,,.--- ..• .. ••,•,•••••�•,,,,••,»-�••••R•- rr»„r^r•»•--• L I. x 12" COPING BACK-UP TREATED ------' : - '�• o � �� Mills x --_-_ - 1 4 NAILER./BLK.G. TREATED 79 - » •. ..r.... ....... �» .�_ . _. ._ ,�r» " � ~ nrt T T ,. I Architects/P. C . �(�^ I " FORM/NAILER TREATED � " rl�..-. 1-ter• _ I ,,.,tom r-T�._ 9 - _ ___ .._.-.>r-_-.-...ter__.j { .... .r- ---'--••-ter••-----�_ - ..__..___....._.r,.._ - S� Architecture/ c ec re Planning 1 /Interior Design 555 SW. S4uoa PakmekY1/Y Suite 170 , - t • _ __ nlr� _- -- _ � I � I � Portland, Oregon 97224 BOLDIEF GOUF:9E (503) 624--7798 FAX(503) 624-0635 1e,. ---- -= - r _-- t , ='� CANT STRIP •` - t - -. ROWLOCK COURSE 11/2 CORBEL n.- SOV kNTRY FDN ........-. ' SLOPE I/4" PERF FINIStI FLOOR • „ GRADE l _ �Cjvljj- ROCS SHEATHING ------- --3 x 6" NAILER (3EE STRUGT)- ---FOOTING 4 P11.INGS lRPFF:.R TO STROLL) :OVERFD ENTRY/CAN c)Y---J 1R-111 BATT INSUL. W/ VAPOR BARRIER - - - METAL COPING PAINTED ����" b Ir?• CONC. WALL W� DAMF'RIX�FING Tb I/7• 5 IrI" -- 5DI-PIER COURSE HIGH. Low EAST ELEVATION - - ROWLOCK L-OURSE --- FACE BRICK NOTE ALL SOLDIER 4 ROWLOCK COURSES GRID - -- - --- - DOUBLE SOLDIER COURSE SHALL BE MITERED =UftP;�R4b OF=F=ICE BLDG. \ --_---.._ _..--------.-_-- '-ONCRETE PAINTED ANODIZED STOREFRONT W:INSUL.ATED GL-A55 FACE BRICK W/ CORRUGATED, WALL � --_ _�-------- ----- c r�Ltc Rf'T� W A t.L "A h TJX E p , G 6 A TIES fit I6" O.C.E,W. --------.-___� AT I� HIGH PARAPET T SOLDIER COURSES W/ I" CORBEL ITYP.) -----! p f LOW PARAPET A3 DAMPROOFING ON CONC. WITHIN CAVITY --�� t" - I SEOj UOIA PKWY. r WATERPROOFINGM - 'am�msmmznnm anmtc:s:a.•amtm nm:mvummeucmn,wxne:atn r ...^...» .... » _ N MASTIC na:mr,n:nen.u,nnn,sc.�nrn::nunrnnn.r:,,n,•n�r,mv:.-•u.mus.um,:nuur n:m�mnnunmttauvn»nr.:smtu^�uwan.«••»..««KruuYr.•n::::.a:::nmanmtv�.mun-::rzmnarnsns:iax:_:so,mwtcu,ttrewtux. unr.+ssunu:rn�::,-...... ...__.___.. .... ...,. _... _.__.. _jti�. ..._ ... _ � - -- .. ..-..-._ _._ •• .". ._• ___....._ ANGLE ©RIG LEDGE _—_--�^- EMBRANE IMBED '�•••»�••• PROVIDE BRICK lilEE1°S 'A 31" O.C.O G � , _- 1/24 CONC. PAIN ' w..uWW-...u•u..Lu1Wu_eu-..i•J•T-7-- 11-5 /2" T I — \ \- �/ i.Li+f1T CFI).-►� (2I,rT�,l Zl., to F'R vipB Int_ � f , LINE OF GLC. 4 INSUL. BY OTHERS A- 1 i 141r}ttf i • —'--- _-_-->- ---- --._- - - - STOREFRONT NAILER TO WALL / (1 �--^� SLID NTR R5 4 SIDELIGHTS BY OTHERS -� w� FORMED DRIP --- - '-�- 3/4" FORMED CHAMFER ---- -- _ 1 PACIFIC BACKER ROD 4 SEALANT - ` - NORTH ELEVATION y` 4 REALTY SOUTH ELEVATION STOREFRONT W/ I" INSUL. GLASS U.S. ALUMINUM, SERIES 05451 -- - SCALE I ""I' ASSOCIATES, L.P. ,� 4 PARAPET/HD. DET. 5 1 O N S �C 9 C N I V T 1 c N LATL 171417111 LIGHTC� 1 10 �Lq� STOREFRONT SYS. OFFSET GLAZED L'1 WAL.LFArK lT l l` L � N t a �` W/ 1' INSULATED CLASS 4 EDN. REFER TO STRUCTURAL_ tl A-3 �i ALUM. SILL SET IN SEALANT LEAVE WEEPS CLEAR ------ - -- ---- • i�7�fs.hJa '!ipliGl.. RLr.I^' ti>>. •,�t.1.t� Gr.•LK•7r1•._„ a L• Gh ��-::mss •/ l^ T t=om r CT t' t=-►aOLLOW MEI AL DOOR 4 FRAME PTD. �.// �tC L'►'t�=�C �!? YR,._T F2�fs <�r�N c.-t.a I rl u�;• j 1/2" EXP. Jt. MATER1AL 6 WALKS OR LANDSCAPING -- 20 GA. GALV. MEC. GUTTER 4 U.S. PTD. I SEE PLAN FOR LOCATION ��ti. �.o- Wd�G-R 'T�• Clvl.. :�t.ks 7v ;>I��Rr� �.c- ax--��-��.tT sir= Bkl`�,•S�y - 1U GA GALV.MEtAL COPING PTO. -�-- :�Rlcic_,r R ,�8E:,1•1e, ♦ :..vaLL4 15W-CLJ rz vl�i++ =LvoR, SOLDIER COURSE - - ROWLOCK COURSEtF.� � _WEST ELEVATION FACE BRICK __ ___-- \ _- DOUBLE 50 DI_R C --- -�- L F OUR9E - CONCRETE PAINTED WDW SILL FDN. — --_—-^ h Lr N, .f'1 9'.OhEFRONT tlNINSULATED GLASS S 5c ALN. I" I'-0" CONC. PANEL. Ji". W/ BACKER ROD 4 SEALANT PARAPET LINE — - B.U. ROOF OVER WD, 5HEATa 41t-1G------ 'SEE ROOF PLAN 5HT. A-4 Fuf�2 SI.L_,)PES) ` l� I I/�Tj I1�rJur. t r '2 r 4 A.6 M STOREFRONT SYS. OF1:5ET GLAZED W/ VAPOR BARRIER I I W/ I" INSULATED GLASS, U.S. ALUMINUM, O5451 --- l•.1 G� -� ROOF SYS. (SEE BTRUC T)-_ VINYL FLASH SEALANT LEAVE W PSC AR -- 4 EE LE SLOPED SILL IN CONC. PANEL -------_____ 4- TUBE STL. COL.-- - .., Iva" x 22 CVA. METAL SCUDS 6 24 O.C. W/ CONC. FDN ON GRADE ISE STRUCT) --� 3" (R-11) VAPOR BARRIER FACED INSUL ( _ i. r GYP. BD. W/ CASING BEAD BY OTHERS-- - - DRIVEN WOOD PILES W/ CONC FOCI 'I , ' AND SLAB ON GRADE Q� REFER TO STRUCTURAL DRAWINGS g!t NOTE, GRID LINE LOCATION VARIES cd SILL WALLS u< VA_ VARIE.9 {�II/2" SEE PLAN DETAILS FOR CONDITIONS g" TO Irl •�'/�" c BLDG. THRU SECTION WDW" SILL WALL L _ 20 v 15(-ALF I/eEll-oll C SCALE' I" = 1I'-0" SH i'' E T TITLE B. U. ROOF W! CAP SHEET OVER 9/6`I (MIN) ROOF SHEATHING ------•----•---- GRIP ' B.U. ROOF OVER WD. SHEAtONG PARAPET LINE III II (SEE ROOF PLAN SWC. A-I FOE? SLOPES) �_ __..-_. _-_________-- _,_—_ __—_ -- 20 GA. METAL EDGE _ —_-- r EXTERIOR _. - til � ��� a- I G + �-� - �- 4 20 GA. METAL GUTTER W/ STF�APS cil h' O.C. _ CONC. PAINTED -----_ _� .__ ELEVATIONS l W/ VAPOR BARRIER — _ ��_ • f l ��� ,- �. -- ---- 5TC)REFRONT NAILER TO CONC. WALL $ ; \---- tJ% ROOF SYS. (SEE STRUCT) 1 _ ` �A. 4 (L� ' 3 x NAILER (SEE 5TRUCT) --- - FORMED DRIP lT1'P. 'a ALL. OPNGJ !--- TUBE STL. COL. °�i�— _ 3/4" FORMED CHAP"PER - � - ��j )t_t I �. nR��n+ rn' yr - - 3 1/2" (R-11) BATT INSUL. W/ VAPOR BARRIER I ------_� ?t 1I ')1, �aA� Aa NOTED _ ,{icon n-- cONC. FDN ON GRADE )SEE Stf�.UCt) � tY laq --- 11 .� 4 °EALANT - - W - pA 09- 11. 91 CONC. WALL PAINTED BACKER ROD — 411 i I� ��,.,•� �_.. II _-- _ __„. _ ._-___. _______. -� -'�'� GLC. W/ INSI:L. BY OTHERg ------_-__._.__ ___ �G�"l� ws ORTHEL ' 'i x 511 20 A G.S. —_.--•--• ----+•� �� �""”" _.—. p ♦ ♦ G� j �o. Ilo. STOREFRONT W/ I" INSUL. GLASS - ------- U %; E WL INGRIM � 409 + , • t111A1R1t6look BLDG�THRU SECTION CONC. P'ARAP'ET DET. WC)W HD. � CONC '� + '' \� .•.� , � 11 �--- .� ;r ,ILC I" = I'-,'�" / SL..ALE I" I'-C�" 1 OF '4 A-3 15755 SW Sequoia Pkwy Lot 4 Bldg 2of3 IF THIS NOTICE APPEARS CLEARER THANTHF, B 111)1•IIMENT,THEDOC-UMENI ISOFMARGINALQUALITY. �JZ'( 4'111 1) 1jl�iliji{i{i{! i{i!!�!i!I!i! 1 !{!{i�!�!{!�! !•!{!I!{!�il!�!{� !��{!Ilj!I!ii i +;!���!jl�!�i � !�i�!;rJtp�1 ! ii!II{!�I�i{! I !{tii{!jill;! ! !{!{!{1�!{I{!{! i 1{!li�i�!{!{� !�1���I�i{i�i�! Imm ( MADe IN CNIIM --Aerw —_ - ' )1111111 tIIIIIIIIIIInlnlllinlhll!!IUIItIllhnlfuu n!tlltn lullnn nllllnthnlhnl nn{nlllnl!Inn In!InnhI�IIIIIutlminnlunhullnnlnnhnlhnlllulll` Illlinlinu Inllm�ilulnll nnlntthnllttn Inllnn uulnn tnllnlllunlnnlnrhnllunlnliu, J v i s -..•-•-----— "WASHINGTON COUNTY DEPARTMENT OF LAND USE ANU TRANSPORTATION ,..,.e�rmkn 34.3 Straw Bale Sediment Barrier EROSION CONTROL PLANS" SHALL BE CONSIDERED A PART OF THESE 3.4 Recommended Design Criteria PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN A COPY Pur 3A.1 Gravel Const: xion Entrances OF THESE REQUIREMENTS, BECOME FAMILIAR WITH THEM, AND BE PREPARED rl To reduce the transport of sediment from a construction site by TO IMPLEMENT THEM AS NECESSARY. FAILURE TO PROTECT FROM SILT Straw+Bale Sediment Barriers Alone Stopp Pw�i i t.,�• j/I - C. / providing a temporary physical barrier to sediment and reducing Pur__�se RUNOFF, DIRT TRACKING ONTO STREETS, OR TO CONTROL DUST WILL runoff velocities. RESULT IN FINES, SHUTDOWN, OR BOTH. U r,.,u n,,.,.,u.•. To reduce the amount of mud,dirt,rocks,etc,transported onto roads --- I I c�� �, Conditions Where Practice APRIJes by motor vehicles or storm water runoff by constructing a stabilized! J 'wwna sm. id ;t*»! pad of gravel at entrances/exits to onstruction sites. \ f" i" jtf r T • May be substituted for temporary sediment fence for installations of / Nates L� r. less than 200 lineal feet and for single family cr duplex residential c Jam• �Qn itions Where BPYt�4 _ J •(., (Met t I!-(+114'IN•t g�. T•' •• \ Profile e t construction activities on existing lots of record. •Dnvestakes nunlnnml17 j.❑' L Vaa�hc At any construction;ite where Uaffic will be leaving the site and Into gruund w f u'e, M.-•'s�i z rat Al . Sea state ,t�.`�da~ w2" j At toe of sods stuck piles �,' J t 04" moving���• approvedaccess points roads,other paved areas,or other f, p h•^a•'- •!_xdy to be used for - __ ;-I;,; \ W "'c 2t'ons tai IPss • In existing,undisturbed drainage ditches/swales used to convey ` o doe d o%t;e- UJI tfun20Dlineallralal+d Notes: .� Yf:.hD�oa•hDo ' for unglelanul•ot •Embedbales 4to6inches drainage through disturbed areas of construction site(as allowed by the t e00q•+.• a2gt of [k den(,y tgna! L cificati�T_s ter,=-,5 w dupse■rafdeMiinl jurisdiction). ° 600.bo�• ° °•� L� oanstrr chars l��,wyik•u,u -Drive wsas noaunum ll. ' t•••+t 1••' t d teeotd into ground si min 4°.no.Uo q4.170.01 . • See Fil ure 3.2 for details. _ / �r Ot. aaci qt' - -- __ • Note: see section 3:11 'wales and Channels'for protection of new '"mdopa ,• o,• (� and disturbed swalcs and ditches, ' °�o�`+• • Mo grial shouid be dean pit run or 2" minus gravel, V Hades. •2,5'Stun ° 2.2'x7-.3 lx-g, tuf,• • T-te gravel pad shall be at least 8 inches thick and 50 feet in length. f 15 igtl Crite[�15yecthcauons Clean Pit Run or -Mm.Grasel gr e8 L I c-e:/..3 C� � UJ {.,,• __ � ,tT a_min, / Width shall be the full width of the vehicle ingress and rens area. (A I� '�• • See Figure 3-4A for details of straw bale sediment barriers along Subgrade Mu,forcemrnt depth�T[ 20 foot minimum pad Length rruy be acceptable as approved for single l j r r lX TJ I slo and Figure 3-4B for details of straw bale sediment barriers in Provide Full Width family and d t lex residential construction sites. �- \ •E'. .��- r Peg g Gavtr:ltk. aP.ryu.rrd ufingras/Frn•s+.ni,.. Y P � LZAvJ �A.t._L_ SfcGlMl�aJ[' �A�<frltSfL Q '\ ditches or swales. QQ �� N bases so a• E�;, Additional gravel mayhave to be added periodically to maintain -- bun , topth.r Flew r • Straw bales shall be standard 40 to ti0 pound rectangular bales of proper function oft pad PoSres[3 Go s.d TtSJ tt_ L_I sJG N vx t— t R �j •20'min for single family and duplex rc sulrno.l `�--�� n Y 4` cereal grain or seed straw. Z t- xca.v! • If the gravel pad does not adequately remove dirt and toff from w [L y 2.2'.z / • Stakes shall be wood of size as shown on Figures 1-1A 1r B and vehicle wheels such that mud and dirt tracking is evident off site,POP amhale •'tj overlap edges driven through bales and into ground to a minimum depth of 12 additional measures must be taken. Such measures may in+dude o y inches hosing off wheels before vehicles leave the site or other con.&uction Crt� m O� \ q techniques/work operations modifications. Wheel washing shauW be Q S } ' � Straw bales shall be keyed into existing ground 4 to a inches. done on the gravel pad and w,sh water should drain through a silt- J p V ('_y Straw Bale Sediment b,krriet$ trapping structure prior to leaving the construction site in Ditches or Sw4ies S i•� • Straw Rale Sediment Barriers rruy be left in place or used as mulch of"Ops \����„• after completion of site work if approved by the jurisdiction. • Use subgrade reinforcement geotextile under gravel pads for all but platy ,learodr,4.116 construction of A single family/duplex residence on an existing lots of • At no time shall more than a one foot depth of sediment be allowed record to accumulate behind straw bale sediment barriers Sediment should _ -- be removed or regraded into the slope,or new Innes of barriers installed --Erosion Control Plans Figure 3.1 A r- Erosion Control Plans Figure 3-4B uphill of sediment-laden barriers. 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