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G SW HT.TNZIKER STREET IF THIS DOCUMENT IS LESS '�f 11fISIif ( 1I I I I 111 1 1 1 Ill III III 111 I ( < < ( i r F[T -T ('r .l qT rll vlT -�I` I rll 111 I l l l l l l l l i l l l l l l l 1 ' 111111111 I III III I' I I I I I I I I I III I I 1 I I I I I ( 'T I I I I III III III III t III I I 1 1 APRIL. 2 LEGIBLE THAN THIS NOTATION , I 1 2 3 4' S (� 7 g 9 � 1994 � 10, 11 12 I T I S DUE TO THE QUALITY O F No.38 1"00"m '1 HE ORIGINAL DOCUMENT , E ? 9Z LZ 19Z Z fiZ EZ Z TZ 0Z 6T 8T LT 81 9I * T ET ZT TT i 6 8 L 9 Q t E Z Toidl ' IIII IIII IIII IIII IIIIIIIII IIII Illllilll IIII IIII Iiia IIII IIII IIII IIII IIII IIII IIII Illi IIIIIIIII IIII IIII IIII IIII Ilii Ilii Ilii IIII II Illi fill 1111Illi lul fill 1 Ul111111 111Jim .I 1 IIII IIII) 1� i �♦ \♦ \ ` ` ` V ♦ \ \ 1 t , �♦ \ % �V % P ••'' ` .0.000 ♦ \ t\ , �/ I `` ♦` i \t♦\ \ , \�` ,♦♦ j 1 1 1 p \ t % i 1 \ % t C I do 1 �\ ` • 1 s•. ; I 1 ` • I SI •,� 1 \ �` 7� ♦ L i ♦ \ . ♦ �' • ♦ \ \ - ♦ , lob ♦ L ♦ ,% t \ \ • p y 3 O SW HUN 7 I ICER STREET 3 OF IF THIS DOCUMENT IS LESS I-1111 ( I ' TT FF-frlf f[T rJr rrjr LEGIBLE THAN THIS NUTATION , I � IIrl � frl � i I ill III IIS II ! ill III III III III III II I III � III I � I ( III III If` I I II II I I I I I II I Illii lI l I APRIL 2 �IT IS DUE TO THE QUALTTY OF 2 3 4' 5 8 10 11 121994 - THE ORIGINAL DOCUMENT . _ .,� �Iilllilll IIII IIII IIII lJim111 �;�E gZ LZ Z 6T 8t LI ZT TT 6� I 91, IIII IIIIIIII 11911 IIII IIII IIII 11111! Ul Ull t` •+•1.a4+/Y.$iylikyrsru� ,..., �eauuc.aa:....:n:s.;•-' - ,.�.....Y...........�.:,...:•.....�.��w� _... _. . .-......,_ ..;-,„ ..,..:.r.N,.��.w.___. Q I : F WJECT &JMMARY 0 JURISDICTION •-------------------- CITY Cr- TIC-A - LAND USE ZONE ------------------- I PE LAND6CAD AREA -------------- AREA - 10216"16 fff r•'''�!�"" 024 S PAAKINci 6PAC.E6 ----------------- 25 STANDARD / 1 H.G. (n LAND AREA ----------------------- AREA . 4133131 0 �xIStI*�Fa DRI.�CWr"f I ci)I1i dror P1tIy00JAa ( /'PIb>J C,Upq;�p los ACRES v, tv Jap �'•Ci• KFPriK p5 FEIZ i17`� w Oler��D. W11.6-1111111te�t�ei LEGAL DESCRIPTION: 5 +'►ND ,a,G, r'9 �E�A111R$D /�F -rI&o.RP KeepJIKC�dI5I4T,Cv CODE REVIEW - _ _ - BJILDING CODE------------------- UJ9.G. 196b OCCUPANCY ---------------•------ B - -- - -- -- -- - - TRIJGTION b N -- _ --- -- - - - --- - ALLOWABLE AREA -•--BASIC 6,000 6F REMOVE EXI6TRk's CURCE CUTS SPRINKLED YES I AND REPLACE WITH TYPE 'C' Cull 61DE YARD S. H U N Z K E ROAD sTArN�DaeeceK -?Q CITY OF r1;aARD TOTAL SEE DETAIL G_I 4 - - -- - - - ---- -- - ----- -- - -.-- - -- - --- -_... - - ------- -- --- --- --- ------ nl SITE PLAN NOTES - o i RXISTNG !tb /NfW b°-O'bIQBYIALJC NI f�TYPE G'C.lblp ` _ NEW b'-0' SIDEWALK ASPHALT PAVING EX16TNM Ill SIDEWALK - - - -�, -1 FWALK LANDSGAF•ED AREA -- --------- --------- •' � pcI6TM3 6'-O' bll'�EWALK n© O� `J 0� -�O 4 DOODS' - CONTROL DIhEN610N , � L'r . ` 6 4 6 - \ / �.---_-_ - - ----------- ® CATCH BASIN / ~ � C] TRANSFORMER PAD L'l -� 4 + v J�� El G GARBAGE ENCLOSURE �Af ^ 4, , ?� Al- _F o-l/ - '„ 617E LIC - SEE ELECTRICAL PLAN `�� )4' / /// / % FIRE HYDRANT Zoo >1 / 3 MANHOLE M /i ' '/ i I / / .' - GA6 METER AT IV • 6 6P.AT S'-O' • ate( �, WATER METER '` N I 00, � j / '���•// // � � / � '' -p UTILITY P' E � N / I VALVULE - r //� �// HANDICAPPED PARKING 6TALL 12'-0' N 16'-0' LO F•'ROVIDE CODE APPROVED SIGN AT FACH STALL 4 ar A1�1� ' • 8 TA / Q _ Aj // �/ I / /';// O FIRE DEPARTMENT CCJredEGTION Z O BUTTERFLY VALVE v+ �Z'/ . ��/ / : 6 SP AT S O' b4.0' NJ1M5ER AND WIDTH OF PARIUNG 6PA,;EH. Z ol J^ / / r / / i---- -�COMPACT SPACES ONLY A6 NOTED. I" Z / ,/� //. ' 01 / W W O // * /�j/�/ , OI RAI'1P SIDEWALK DOLL�I TO ASPHALT PAVING J I� Cr / r i 1 AT 10!11 SLOPE MAXIMUM (1,17) W (� G / J U EXTRUDED ccNcll C.I.M. LOCATE AROUND ALL 1 / OO O / TYPICAL CURB MADIU6 AT CORNERS UNLESS NOTEGm6EE G-TAIL 4 O 0LL / � G-1 F \3J 3' WIDE PANT STRIPE \ ,%' NEW C:ONCAETE SIDEWALK AS PER DETAIL e Z N I 0 NEW CONCRETE APRON A6 PER Q w h CITY OF TWeARD STANDARDS / ' V 2 kAJ Cb) NORWAY MAPLE 'AGER PLATENOIDES' l\ Cr U PE-R a I O I 0 O1 LAWN /�_� - L1 _J J n G NEW CONCftTE 61DEWALK A6 PER DETAIL 4 1 Y Z M I rn I r� 4 3/.. R Lu f v - I i I 1 TYPE IV Cu}� DETAIL . 0 1000' STORM SEWER EA6EMEN- � H-A✓TYPEC 9 211 - N fl'1031 LI tit LANDSCAPE AREA WHEEL6T0P - SEE SITE PLAN\ NEW TOPSOIL AND CURB SECTION VARIES - SEE !LITE PIAN SLOPE 1/4' PER FOOT \ SITE PLAN �o sctl. � .� •- I'- N-AIOLOO I' . 20'-O . p• C. Trench backfill. Unless otherwise specifically / �((� T-/�'P 1-eMOl/Cz1 6 SITE WORK NOTES accepted, all trench backfill shall use select fill E. STRIPING 4' OF ED Il T 15 (sand or gravel) . Traffic and parking strips to be 3" wide, color white. Paint No Wo r� / ki "P Lx ' r7` v1/ TWATIN Y'A(lFY f Ikf� CRUSHED Rnc;K mA6E V�J A. I. Review rD_STRIPPING 4. Top Soil. Natural topsoil from on-site or as required word "compact" In 1-1/2" X 6" lettering in stalls d+ssignated. ,)Pt'.+, COMPACTED 6UBGRADE I. Review requirements for protecting existing vegetation by the plans, suitable for growing plants and free of Provide signage at handicapped stalls to meet stats and local / ,. a✓/ncvd r� cry' r q�. ;?:: _,� (trees, etc. before start of work. 11- ���Y ASPHALTIC PAVINrs AND BASE ROCK O ) limbs, roots, and rocks over 1 0. standards. U t O � � '� n„;19 Nfn^, nrI nF~pF1,�yAE OF SEE SITE PLAN FOR DEPTH 2. Notify engineer immediately if unusual conditions are 5. Compaction: encountered. a. Selection of compaction equipment and processes F. ,EXTRUDED CONCRETE 3. Site shall be cleared and stripped of all vegetation, shall be the sole responsibility of the contractor. 1. Curbs to be no-slurp 3000 psi minimum compressive '? F.TrE'A. . . . . l' NOTES, I. - SILO-1PE ATL WALKS I/4' PER FOOT AWAY FROM lSUILDNCs6 topsail, and organic :materials. Remove and dispose off- b. Prepare areas to receive "structural" or "select" strength at 28 days. / G��-- UNLESS NOTED. WALKS AWAY FOIKM BUILDNG %Or•'E TO site unless specifically provided otherwise on the fill b compacting su rade. If su rade moisture 2. Spread epoxy bonding agent such as Concressive /1064 or DA IL ONE SIDE. i Y P 9 b9 � P P Y 9 9 �% sitework plans. Stockpile topsoil on site that is needed content is not sui'z,bl e, confer with engineer and approved equal over surface to receive curb. Install 2 - PROVIDE NEATLY TOOLED CONTROL JOINTS AT b'-o' O-G- for later use. condition material to near "optimum"and compact. curb within 20 minutes after applying bonding agent. 3 - PROVIDE EXPANSION JONT6 AT 30'-0' ON CENTER AND AT 4. Remove all stumps Find roots over i" diameter from all WALK INTERSECTIONS. P C. Install material. (except topsoil) in lifts not. to 3. Provide joints as required. topsoil for landscaping use. exceed 10" (loose) anu compact with suitable roller. 4. Apply curing compound to all surfaces immediately 2 81DEWALK SECTION d. Minimum density (per ASTM D1557) as follows: following placement. -p B. LAVATION 6 EXTRUDED .-•ONCRETE WHEEL6TOP 1. Excavation for foctings, piers and slabs to sizes and 1y��I � I SET IN EPDXY • SEE 617E PLAN FOR �_ V61?EI D (�/ levels shown or required. Utilize straight edged bucket �QI � � - I.OGATION. jr to minimize soil disturbance. Clean all footing Beneath Foundations 92% �, �IEo-:3,Ipr( cpIJ'I(LoL SITE_DIMENSION- excavations _ U of loose material by hand. Beneath Floor Slabs 92% ' 2. All over-excavation shall be backfilled and compacted as Deneath Pavements I• %v-/470 HA--' P�'rL.ES GorlTll`IIlOv� *L.Vl4dv 9POTH �D SEE PLAN, - �} "engineered fill" or with concrete to same specifications Retainingor Basement Wall Backfill �v� E:I'9T' rvPG(LT`)' Uh165 / __________ ___ as footing concrete. (See note below) '+2% I~ 1 -------- 3. If over-excavation is required to remove soft spots Interior Footing and Wall Backfill 92% lr Cal -LL. plgTj+z&Op --al Y41T'I4 Vlgk:? 9;00 of . II 1 SLOrt V41PERFOOT ►ny` resulting from conditions beyond the control of the Utility 'French Backfill "` contractor, the contractor shall receive additionalUppRr 3 ft. beneath pavements, slabs vfMEe 8'll IT/'$ `GIw91oN 6vtJTF0 . 0K obt')K� . compensation. Notify engineer before proceeding. or structures 92% �J 4. Soft spots created b the construction activities and P Y Below 3 ft. benea�h pavements, slabs � '- '--- -- -- �• �._ '_____----__"--�''-_ special requirements for the �-onstruction process are the or structures 90% responsibility of the contractor. In La-'dscaped areas above pipe zone 85$ �'�-------'�� =� " •- 111 5. Do not excavate closer than 1-1/2:1 slope below base of Landscape Areas 85$ ASPHALTIC PAVING AND BASE ROCK n/ s footings unless approved by engineer. SEE SITE PLAN / 6. Stock pile subgrade material to be used for fill or for. Note: Use lightweight, manually-guided compactors within O'-6' O'-6' TYPE G CURB - fit I/G IUJ site grading. All excavated material not approved or 3 feet of all walls. Where conflicts occur between the MN MN - required for this use to be removed at no additional above values the hi gest percentage shall govern. N4IE4 I. eLVPE ALLwALKs14' 1'ERFooI. -� }-- 9 P 9 9 - 6' HIGH EXTRUDED CONCRETE CURD cost. Grade- and cover stockpiled material as required e. Com action Tests will be accomplished b owner. PKOVIDE NEATLY TOOLED CONTROL - p p Y SET N EPDXY, PROVIDE JOINTS AT _ to afford weather protectioi, Contractor shall be responsible for all retesting 20'-o' ON CENTER MAXIMUM. JOINTS AT S'-0* rxv :ENTER required by tests not meeting specifications. Contractor 3. - PROVIDE EXPANSION JOINTS AT C. FILL MA RIALS 1N "T1Q�I shall assist in scheduling test. 3o'-V' ON CENTER AND AT WALK p'. G l�yp P,,,F 1. Notify Engineer when fill ari-,.s are ready to receive NTERSEGTION6. VAN 0"M JAN JAN 11, 1989 material . D ASPHALTIC CQNETE PAVIM °'cQjonlrFr/Xf#,I.001F 2. "Engineered Fills" On-Fite materials free of orgenic ; KM pp ;cA( PROJ. Nc. g i. Proof roll subgrade to verify stability. Notify engineer material, may be used for structural f; ' : (Ender to observe rolling. Remove and replace with compacted .c� � I'.2Q. ,�' 9319 buildings and paved areas) subject to maintenance Df a suitable material, all soft spots encountered trier to GUR� SECTION 3 �' IDEWALK AT �1ZIKER I�. proper moisture content and obtaining required rocking. �.. �_ H-A/GI-3 I' . r-0' CRAWN I,E(AED compaction. Notify engineer at the start of all 2. Base material to be select fill as specified above. JTB/KSL) JTB structural fill work so that the scby; ade condition and 3. Asphalt paving to be class C rix (OSIID) , 2-1/2" '.:hi.ck fill material can be inspected. unless otherwise shown on drawings. VLMK PLOT r•-T%ES, SHEET No IA6/MW " X11 3. Select Fill: 4. slope all asphalt paving MiniA-um It to drainage (unless a. Under building: Clean sand or 1 1/2" - well graded otherwise shown on drawings). I�11%'.~ - Is22 1+ crushed rock. 5. Check finished base rock for slope before stetting 2a/AO - O'er b. Under paving: Base course of. 1-1/2" (-) crushed paving. Notify engineer before proceeding with paving H-A\9314G-1 2/6/1"0 - 16,40 rock of depth shown on plans. if any site areas have insufficient slaDe. OF Ir' fIIIIIIII+11111'11 i�Ill�i I�IIIi�Ill�l I�IIIIIIfTTT � IlIIII�I I�iiIl�ili�I I�IILI II�i I�I � ' I ITHIS DOCUMENT IS LESS AN 1iiS NOTATION, � �'I II lI pII SI II I 1ILI 1I II';lI lI I II�Jt I - APRIL 23 199,4 eY ITIS DUE 9O 1HELEGIBLE THTTlt1 ' ls QUALITY OF �1 N.Id e,tZilli THE ORIGINAL DUCUMI NT. -- VIIIrill IIII illl�llli ills i Ill IIIIlII illi it lill1111 IIII1II0IIII1IIII IIII�IIII Illl�llll,illl1ll 1 IIII1IIII iIII�IIIi iIll�luiltiu�ll4 rill IIIi�iIII Ilillilll Illi rill Illi ii��ill�I �� ulluu iu� ` u�9 iu�illg��u ��ull iIi11N 1 F II LLJ OD C4 z ft: Q. < S. W. HUNZIKER R0AD z EX4TING CAPM EXI3TING1 CURB n. EXIGTWA CAAM 147 -01 lilt, nom,Ewer 6DNEW p" zI6TIrya sl ''— e Fl lrn K ISITE C-aEAQ1-Nra LE N GEA2 Ex CO. ,I ,i 16 ,I EX16TNa C�ONTCKJR Lit-& C) E f 4. NEW CONTOUR LINE Al M. L ♦ I 4- tee EXIVING SPOT ELEVATION 04.5 NEW 6POT ELEVATION A\ PROVIDE 6TAKE. 6EE SPEC& ns CATCH DA81N z W C4 ET] TRAN&WORMIER PAD r-4 114 �-0,'- 61TE LIC*HTNG - SE,� ELECTRICAL PLAN In u- OLOPE NEW GR.A� D mw PRompt-Y "I - ,, 113 FIRE HYDRANT 0 1,231 113 J LINE AT I , 1 11231 Z ELOPE MAX. 112.2 V 9 MANHOLE 'ms �]M C.46 METER (14/ Z --., a) I-T2.b2 D WATER METER E z 11211 C. UTILITY POLE 0 1-1.135 hti 112. 1 LV I u w LJ BUTTERFLY VALVE w c w 113 M.-H.RIM 112b GATE VALVE Z 117 174 C�o a EL ELEVATION 0 Cc < . 11416 B.M. BENCH MAW, cr 114A6 T.O.Q TOP OF CURB cr C.B. 1 ,1 0 < c RIM IlLb B. RIM 114JI - ' D.O.C. BOTTOM OF CLWZ -j CL ,I f.: zw1w— M. H, MANHOLE 7.10- 7' 9*� 1 7z— z 0 e - - < u t I C.15. CATC44 5A6rN lip 1.E. INVERT ELEVATION z 0 C.O. CLEAN OUT > It.D. C. (FIRE DEPT.C40NNECTION) A 0 wQ-, vi 0) fl) oe le 'J rpiL ra Pw % % -A %% --------------- G.O. 0 ----------- 6LOPE NEW C.RADE M PROPERTY LINE Ufa AT 2 ELOPE MAX bill-E GROAD MAI PLAN V 20'-C' tu lu 11.__ C � U Q� 44 Lu DATE FEB. 7, 1e90 SCALE PROD. NO I'z 2 0. 0' 9319 DRAWN CHECKED JTE3,KSLU J75 VLMK PLOT DATE& SHEET NO 1/12/19W - 9,44 Ill%~ - 10,36 Owmw - 1136 2112A O - 11,32 H-A\93290-2 2AbA9W - 113.49 OF t IF TIITS DOCUMENT IS Li.SS 'fir Ilr 'III III III III II I I III III III I 1111 ,i LE1l t' GIBLE THAN THIS NOTATIONI 1I T7 0 • APRIL 1994 1 4 IT IS DUE TO THE OUALITY OF N.'^ - THE ORIGINAI, 1)0(,'I1MEN11'. vjt-- z TI,,"o' 1111MIMIIMIII I8IIITIU1111 1 Lail tIlli 111811111111 71111111511 5.04' ;j N ap ` Noo-00 .30- W 966. 413 IN 1 5/R"IRON R1 w/CAP FOUI J1 this plan con - . rot_1 Technlcatil Cu1da ce t° the 19@9 "Fro X Portland and Machin pto dbook" aloe Control 8• General notes9 n County• issued by the City 1 ' Approval of thiserosion/, Plan does ed1Me or drains not constitute an ntatlon 9e des approval ofcontroi (tsC) Pips restrict,,,, Shan' sine and location road !ties0 *to. ) eels, retentiont�an of read�� ad 2. The aro eilitlsa, constr>spctio�tet 'on or' those EsC c,f these ESC taoili tie Plair's and the contrar_ e' replacesent for until r is the rel. -lbil d uPgrAdlnq, aPProved and vegetation/construction t ruct ion ro",al y of �. The ESC ndscapin Plate and the 2 constavutsd tlitios shove o q is established ' G-4 grading aotivitissIn �Unction wtth a Plan must bo t •edieent lades and iA • all clearing and system or violets water does h a manner as ePPIlCable not enter t, to thsure 4 ' vete he drainage Tho ESC tacilitles r standards.regtalr*�,*pts shown on the tot° antic this plan are upgradedt nctton Period,, t e sit* conditions, *in, ensu thea* ZSC !floes. sit*. that sedive�t_l unexpected at;tacill"ON shall b laden water doesrm not lees end to S• ve the contractor facilities . aotor and asa�intsall be ins continued tonal seed as necessary dell a� toning ecessary to y �' the ensure. thelr minlflnuThe c facllitie! following Once shall 9 a store eve month o�ithtncted and ■aintai �. rat he 4a hours nes a alloldno lto eh�11 . more than ono All cat" bisi u1°ulate within a trapped t of sediment be prior to *vin ns and conveyance Peed Catch basin. rluth sed q• The cleans lines shall be pent lodes cater Operation s cleaned �• atabillred Into the hall not the conatrttotion downs system. duration h:f constructs°�neas ion Of shall b. spate!!*d at P elect. d weihtainod eq'uir� to insure that alXdditional for the for the duration °f. thw �'ee-ores Paved meas are kemay l an �• ' Landscape Project. the "t'roaioreas shall se Materials and pl,,tl Nandbot�Md ot• mulched un C. Plants are lnetallatil land3capsord=n9 to 1. � "t.�� /or planted. The titter fabric toll cut shall . ,roll ta' when h j°Ion �ngth of the b�aged In a eonti n Placed together ar• pec-sssrrier to avoid 'loos minimuo 6- ether onlyY, filter ease of to the post. overlap, and aboth PPort post. cloth shall with a 16 ends securely fastened The filter tatric the contours ahetefenee .hail be spaced an maxieu feasible, installed to The t* follow Into rho ground a minlmu�o "Part and driven poets shall be 3. J1 trench s t la Inchesdriven secur*+ly 12 inches deep be axcav to allow p, uPslo ales, rough! the tilts and ed y e inches wide b + • r fabric to .facent to the wood When standard be buried, post support fence s a en9ttl filter side of shall be fastened fabric 1s Inch Ion Posts usin securelyUsed• a wire 9, tie wiry heavY-duty wire stato the uPslop� ext* pl ear not extend into the trench hog rings. The wire cwt least ,1 extend -ore h a Mlnlmu, -hail ground surface. than ]a inches of 4 Inches erld etx,v* the origi;,al shall S• The standar be red tO the fenc8troe 9th filter extends , and tebrir, shell h� extend d into the trench inches stapled or `� more tha,� ]6 at the tahrie fiha surface. F1 3's Inch*s TAe .fabric ll exlstinq treses fabric sham above original ! not 61 be eteiPled texOund Mhen extra_ optic Ing .strsngtA ti 1 ter eliminated s used, tebrtr. chi mesh stapled or cairn such avca�s� t suppc,rsloser post provisions ed d!rec he r11 tte fence may be strep tlY to the r fabric to strength the mho sato th Pasts with rubric applying. ono"t all other �• Sediment • far standard their fences shall be hes been purp�.,ae, butr"ovsd when rhe Parnanently stablilt before the have served �. Sedly@@nt lead. Pslope area Immediatelyenc,es shall be during e,2'ter each insp*etod b .be 9 prolonged rainfall. Anl and ,�tCbntractor •ade mediately, all. least - - - — AnY required repairs lshall 1n X rv� �.y'1 X �h 8330 SW HUNZ IKER STREET F QF 7 IF THIS DOCUMENT IS LESS e � ( � � � � I I I I I ! i III III ; Jill LEGIBLE THAM `1HIS NOTATION , 1 � I � 1 1- 1 I IT IS DUE T 4 5 6 8 9 I 1( i I 11. 1I I I - APRIL 28 1994 O tI11 I < I < 0 -- No-36 THE ORIGINAL DOCUMENT . E I Z 8Z LZ 9Z Z pZ EZ Z iZ OZ 6T 8I LT 9i Sts fit 9 7� ii I 1 6 R IL 9 St fi 9I ���� !IIIIIIII ���� �� ! IIII !II! IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII 11 11111 IIII IIII IIII IIII III! IIII III! IIII III! Ii IIII IIII IIII l►�i lIIIiIIII�IIII Illi llll1�11111.11 llll Ull ll(l .Ill �lll.�.�1�1_I ill alU lll Illlllll II �l�� l�l� ll Iwo fop wwo mus r too we 9"Pin w win di►p 0 1 ► r hbbm win / , i r X r by r by It p.win , ►► lop T ► � X ► , r I Olt . r by P wood pM� . . r• _ . . _._. _- sw6dwd w bw*w w wl"bomm of MW miow in 90 by ir 1w yt� co ���,• i bt�b X �. OIL :do N � i.~�o°��mac►,;��a•�.=a:p. _ _ � - , �� f , '° Ot •'r"'.o:•4.� '°'aa' r rbyrl�►ZIp,.%in o - h 0 ��•��d• �d o! • I O hbru or�x =o <t f I X I8" X -- Fav-1 (Ir min. deph Radius • 2V min. 1 �. , �( Min.l '.un Ot Z!- nL=i G!iV!� 1 ` RunoffVV16r ,O•', :r�'A °'}4� 1� Gd?: a A:r►A, , thin. , With Sediment ad!'.Qt++.�rp�!�� �!a. �¢�}'�►�'.. bg�a Rtinfcutemer+t 1 Provide Full Width { 7 -- Su do �� A.. a' .„. + Q. o •.Q�•..:.ao GeO�°` �' ' E Ingress/Egress ' '— + X •20 sun. &single faAy and duplex residential l ,' FU Wire Mesh with Fslte.ap I - - 1Ap 5edsmen! dater Fabric topN. 1K .,�. GRAVEL C4NST. E1 2 rocSED 11r ENT PENCET $A IERllmm� X, DS 'l 0A,/ C OA.) S L1 iW �-I 1..) i`I' 7J Tit l..l P. `- 1 \. 1_.a L_a'Ix 7 OF, /7 '�• IF THIS DOCUMENT IS LESS "Trr ( I � I( I ( 11 ( III III III I I I 111111111111111 [-7111 9 •r '�" , 1 1 I 1 1 1 1 1 1 III I I l rl,�I-t5� r r� r C r1-r rlr r •L I III III III III III III III IIi IIi III � I I I I I I � I I I ' I fI l III I I ( I'II II II II I I I I l III APRIL � � 1 94LEGIBLE THAN THsS NOTATION IT IS DUE TO THE QUALITY OF 2 3 8 1U No.36 HE ORIGINAL DOCUMENT . $ Z gIt, � LZ 8Z OZ l ' 6 l0ietae Jill llIIIII � IIII 1111111l Ill f .t