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9575 SW LOCUST STREET-1 �, iwtu}T IAOQ ro rwurw vKUT vAnTl To LI1rA nLwwa _ - � 1F�-\y' DISTRICT fl.WOMrSS WAS irww3ei • "CTAp4t Yw.P di}TPICI Y'PiOVW 1 uc4t KAM - --- - f - , I SIMnn. _.-- —.- -t_ rtw4 rnmLlec w,rnw C, FLOW — I r N N � W M WA111ACTP r0 RAL KC O� N CXIKr p VM.CT vlin YIM tIW 1 if 1 —•� S1AYA plglr •UDI TO I j I I MWLLL1110 .f — ' I Se[ Krytr i U Of.M MMOvCD Lw+KA I / � CpSCcrrp. _ '� I -Q• PUN __ O uanD LOA •1m to cu.3 a t-y < W - u � —__--______ 1h lit I0 I II n 1 11 1 III .J y G I i 0 I II 111 Af I 11 III I^CI'� a� VKK 1 or rt('F ✓(y c9AtPK iM is w}3 TV I list rSCA&E. / P clMFnc wait p N. T► ---1�______-.___ _. .� / SCASSX ' WK 4KK ROODO.L Dt •}rexLON• Ni'N RwwATjJt QST I /T •Ir'C Stw.0 LL ___ r:B JOINT J1 UZI ____ L �I SEENOTE 5 How \\�(/-�1s�b _ a..w TV wnlal OR S I 1 cp.11.G1 olf rPlct rw p r J ELEVATION ru. navlatmYs ROAD ,^T,r:7 '.-Y•: . -•, 9s7ssw /PC,.rl' st' ` � I FIRE UNE DOUBLE CHECK DETECTOR N D T � � _ /,.tio �h3yy WITHUTILF VAULT OR •EQUAL zl\BILCD DOUR I ' •�0�- ro K•A O l nv � ,vJTF - P Ei (S - 7) S 1 T E Si4E WITH F.D.C. WITHOUT F•D.C. _ OR .EQUAL 7, -TNfL 40 `" u mF, OF c-, L) T' � I(r117InOGP �(�,04L -2' OF 3/4'-0' BASERO(?( _ r I EE COMPACTED OUB(RADE 676-'WA 577-WA J-5AL THF. YO L V Mfc OF a 6 5117-WA 676-VA J-5AL riL 1, Cod S 5106-LA 697-VA JD-3AL SIDEWALK ADJACENT TO CURB II 5106-LA 5106-LA - JU-3AL —_DISTRICT (1 KEP b AJVio I 5' MIN. - -� ROW �— Dl7UBLE. CHECK DETAIL No T'.W.�2p.5' I WA l_L ` ^ 2Y W•7l � }i ` f2 - ` TualeUnvelle •FAtcrDistrict DETECTOR ASSEMBLY DCDA �- -� P30, 5 1 1 T.W,22o.g g7� gla) t fy2b T 6�,""1 jll 11W' � r--- ..3T . ;..T / � k 31 I�18.'14 ..�J�}:�4 ') e0 I '� .gam / 2As Auk / — _ ' } _ t, m " 2' 9 - --_ SFF NGTE I `` • � p� 6.M. 10.5• � / $.W.210.5'— S.W,ZlO•$' 2' OF 3/4'-0' SASEROG: rlC' [- 7 ' ' 210 33' S• D':.__ p, --� 214 cGMPAcr�°'suacRAOE . 6. — I, A f l'( 11\ PK_D� M E SAT' Avlos P �vAt.L _' ._ _ -0 25' 2T K ir'r'/j I NINA STALK AWAY FR&&T -CURB woP.K �� IIh ; rl THC a 'e w/ B4o \ WALL NOTES • k � CA�IJIF Es 2 rAt:l!._ li IES PE r�MITGi Fr�OM � M • I + ZIL \�FttJ�Al,.� F 'et:' J / - CONCRETE SMALL BE 3000 P.SI. AFTER 28 DAYS, 6 SACK MI I W OF 1-1/:' TO 3'. X SLUMP RANGE W� `i v / ----• �l10,41' / a 7.rJ , zla iCE7WIAJI. L in �. G^i"( .:plc' :moo ' , < < . rt WAI,i" 2 PANELS TO BE 5 FEET LONG j r P. � F IL —_ 44 1 eS k 4, VIA ',.F{. t ,) , , Z x�z \ \ n 3. EXPANSION JOINVAULTS, W EE BE PLACLD AT SIDES OF SPACING NOT APPROACHES• 1�Pr.� ;'•„ I r -'( PI- I�i•(I1 r -T-(J . ITS( _Dt_ TI(vA�E"_ U • ' yy ` UTILITY VAULTS, WHEELCHAIR RAMPS, k ,�T SPAGNC NGT TO EXCEED 45 FEET, f 3• GONTKAcT7)lc to IrRovIDE. TSA FS THc JOINT BE °• FOR SIDEWALK ADJACE7JT '10 THE CURB AND POURED AT THE SAME ^ME AS THE !moo Lj T rL J L_ ' i-j fL• r.� (o C / v CURB, _NT THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2' RADIUS1' T y- �. 'I rO I . ,( cl-r r -p , r: e,4 HSS F ��r< �* �• 1 S. SIDEWALK SHALL HAVE A MINIMUM rt11CKNc'S5 OF 6 INCHES IF MOUNTABLE �jrA1'[-Trice V, I, I• , '',� '. qp �. E32t�.s II ,Zi' CURB IS USED OR IF SIDEWALK IS INTcNDEO AS PORTION OF DRIVEWAY. G M r' l 1 OTHERWISE S;CEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES / I rm IV_Ci`JI1: C HPK-. 1 a Gp�' f •�J 1 �/ /�II//Jrr I ! O.f I D•S liuj ... 6. DRAIN BL IPE AT IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3' DIAMETER i[ t U 1. ($G r _ - F I • r .I "T(G F N r_ C I , 7qy �/ — — — 1 CA PLASTIC PIPE AT 2S SLOPE CONTRACTION JOINT TO 8E PLACED OVER PIPE .A? ({�� � i ?t) ' � �f. _. � q T , >01f K_• ' � �_-- _` . _ - 0. 30'-0" MAA. 10'-0' MIN. C `L (SEE TABLES) �� , . - se L,4691( . EX.—TING DRIVEWAY `','. / 210. G$' MOTH DTH VARIES •� r `. r 210,3,. F�4 MATCH GRADE 4. 1 - RS•�- _ ,C � _. .__- „. __ _,. n `$ (SEI- TABLES)�- VARIES I / 1i MATCH WDIH / J ,/ -�. C•, I - _ - 0,4�'�J'{' �� �` �= C r, l R UNE / EXPANSION 6' x s' JOINT`,' 10 CA MESH yj _� N' 2f; 16 coNTR4cnoN1 4 7L _ 8 ,1 y JOINTS SI DENALK B9.DT `� ” / �� CURB JOI+S-\ E I I �, AT �IaiiJ X08.r. r Db F- 1 GI 4 �r , — `ti I \ 'rrtA!.l6 F=TILME L_ CURB - - -FACE of Cura ci Yo9 1 U ILt U \ J I C_ I A I uLu 5'-0' MIN. v-G' MIN. . .� . _ _ �` , R. . N ct.!'.. x i. rJ L� �J �. .�rG V� . Ka, AAd . 3 . C�i(I' �\ .CDPD MAX 15-0' MA%. 3'-U" 'TAI l / I Gx IIRRRT7 151)3b - z2'tsl o PLAN / _ - , USE EXISTING 4AN0I G EXPANSION JOINT / f _Ac, . _ q� } ,' ,'• `\ }1.11`rT/T-K�� •tI, AW .. OR SAWCUT ANO PLACE COLD 1-1 2 _ ' r - JOINT, r / • EXPOSURE ' P(A.TvIP tJ/ _ 134:_ �K t,J 2'1 ME EIC 2GT.GIo'• , . ' �: .` yi /V �.- cEp T�E4ATt P�roY'nlF+',., T 6• ExIsTY.. I IL'g EEK IS ItA MU G ESr ' LEVATION 8-8 1- G2 MESH 1 f — 'G 8' � ' fj10E_ '4•IAL..K- /` ` AT/ ,4 Q 1-1/?' ABOVE BASE ,--�- T M F.Y Y. STREETA -- �, _ - M Mrd - - - -___ " S" 1 G .T— K -- _ I = 207.1' •�--- l- 2' OF COMPACTED 3/4--0' Al;CREGAn � � /�; i / Llv , I9 •'�. 1 J TAPT' ItiL f>L. r FVF �-- - +I 5ECT10N A-A "„' < i 6T I '•I L. axI �71 tL D.0 Ii GURU ."NT. CONCRETE SHA iLD BEATROWFCOMMERCIAL MIX 1...� T I I �Y 1 L..... N 3. EXPA1JSONOIEO 4'E%TENDINCi2FROM MSUL©E gASPIAIMT IMPREGNATED US -- — i^IALONG BACK OF CURB. I \-/i�� L�� t - -- �i `. 11 _ �1 . n :H DE TO FINISH GRAUE_ JG 1 - 2_0I- MATERIAL .7 V " ✓fit - _ - LOCUST C6T6 iOP94, 5 + �...�.��� // N• ExlitIraa q _- F. H �. VIII IIIIII 1111111 VIII 1 1 1 1 1 1 1 I I I I I I I 1 1 1 I I l I I Di9LMED IIIIN MM! «ICWMA I I I I I I IIIIII I I I I1 11111111111 II 1111111111111 11111111 11111 I IIIIIII 11111 1 1111111 1111111 1 1��1i IIIIIII 11i1i�1 s I ulul�nhin ullhnllnn!uuluuluu nulnu mdnu uu6m nuhrn unroll mdulllllldnulindml mlhnllnu6m IIulmlluulunhm6ugnllluulmduu ini!im III lnnhnllmmnilinunnlnwnidnitlnldnnuminmm1hullnulumm� I Z r « w A �M ' 11..,E rxy n r a f'y i Z I. Z f "t tu x 4u it a� 1 I TNS �� �- UME, of UT � J )) 1Tc G�- ( �vO C. �.,�(� TH Fi Yo L VMj& o I'iLl. =�vJ m J . 22o.y�' c' .w. -1.t-� - TO n+� os a.25' � i Aad .a w%f 'w. ��-- - -- / �,�I� ,a ' , -T^ 1 ►.;t►��� -.`�""-'.n"i �..►-.�::�e..,,,,,•..,�,� r _- -_ r��'^ ��,_ _ F i I •�'i,�{.. / ). ,� / ~ \ I I ,� rte./' �f^ • e I/� ,/ ✓ ` s ( _ pio , _ / 210,x;' u �� 411 ,vf• � 1 ` � �...,. .. ...._a �.._.-�� - - '�'•FAQ , 213 '��'J•'�; 1 N I ,.� � U` � � 1....�rT �V ✓���J_I _ •. V � , '` /Y�, Q �1 ,� ,-� I \ - jl / � / '�- / ^�\��I V r I�� � I t.1.� f"� ,.� �.... rip THP-EA IDE; GA(;' VLAI v�•1 F l C E 1_5 10 r ! ''1 j- 1 1` F1�:t_.i d ►mss r"c �i c:� h1T�, b s, �, ^� V 2Cq 51 J j ,y �4jAj16'P3'L% o ?o r� (�A' N K sum .'4. _. ..... . .s '' P:E,VhJ 7 0 K- .; `'� q�Vim'l O C Lkj.n h fii rZYZ2 ___T �I� Ir)l.cT QUTLrr-.r T r A 5 N ti�✓/ - , 8"�S PI >� � T� -_ C .04 01 ,.g c Com.. �" '��� K nA i "�• •"<s'J I�1 G- r^ G•�• �,I - - :��---- „ _�-^---'^...-�,_;_,.�......_.... ' .�......_ ==.a:�ta.-�;..xzi�lrs:ss: .x-*�--•,--"-x-s•�:--_� f7.1 rpt � Q .............lV' I 11l ( , a l 8►I ��' 7 A F' I►�� �• �7 l_ V F �7 ___ ``/ INV �v g � 7.' .... LOCUST, 9575 SIT 94-0044 2 OF 5 """ 1 F f t �ww.�w..ra��. �rr.•ee., iarrr „w.nwr *.aa.ww�..nwawww,,, +.w�.r........s�•�•�r--..�:.'� ;�.Mq�� ..www: ` � �,���I''f ••r�.n.eiwaMwbec.uw�n� wr - MV+M'�+•�� �' A 0 U 3 1914 I I C LMED il ! I ! I!+ ►lil!I!�!I !I ► I !�!I►I!I! !li�!�i+i�i�! 11111 Jill ilily il li i iiil!I! �! i+l? i ilil►I!�!I!li i !i! I!i!� ilili i ili(i; lI(li�l�l ► I;ili il! �!�i i�! �!�i i� ili�� INCH ' MADE IK CHINA I I J �Illl�niulllililfillnllnli�lnlnllilllllllllil+111lfrillllllllllllrllllllflllllllflilllllilill(Illnllllnlllnlhllllullllllllllllllllllllllililllllll!illlillllillllllll±Illillllll!Illlllul{I I(I II II I 13 I Illllllllllllllnlilnllllllilnlf Illlillllllnlillllllluil,nllnlill1unninnlnl1ilrtl f 1. DRAWING SCHEDULE + UD ♦' S lEi E E T TITLE LAN L'. FIRST FLOOR PLAN r � W cv aD tv • SECOND FLOOR PIAN M h. 0 4 . THIRD IF LOOK PLAN ^« ..... , S. UNIT PLANS •r_ G �-•=�'..:.� y �' t � ,�'' i ,1 EI. 1 /4" &SCALE LOBBY, I.AUNDRI' z ,� DOOR SCHEDULE ' i J �+ �.c�..�� ::�t •� f... Q �•�+� iy O ELEVATIONS Lu W 8. -. ... .......... ��.__.. _ 0. ELEVATIONS 3 0 ' N !U. BUILDING; SECTIONS ..,. �. 1 • at BUILDING SECTIONS ^ r ct BUILDING SECTIONS i I I { WALL SECTIONSi ( i i 14 • WALL, SECTIONS � { 15. DETAILS i i1f ' I 16. GENERAL NOTES S-- ! . FOUNDATION PLAN S-2. FOUNDATION P L.A N � `•+ .-• S--3. 2nd FLOOR FRAMING --- I S-4. 3rd FLOOR FF2AIaiINIC, T S-5 ROOF FRAMING PLAN / '`�.--•.-•� ,,, I _ �Z Z 5--6 STRUCTURAL DETAILS wJ a T E S .01 ci Lu t4~ G s o O In 3 f�3 U 11.... Q N Cc, -7,'� 3 � (s� J L t� C io'�c -Jz 01 %r �/ f {y } :S tD }t-.i'� ! r'a fr 1' ice- ULi _ .. ....r•.••,.---.'"'.....,..'.mow.'—�q�„�...:.....�%'..-- ,_,, j. _ � ,C / r � -- ...__.,..._ ._. _-w � j a� o 1-01- WSH711144- , ,-� ___ __ --_ _.+�t.� _--_ _4 �� i� .,, + 1 ♦ 4I�0�o W 10 ' K # p ►`-J.`.*�i./ :If '•. ' ,ldi.f.'(-�+,no..t ti... V`. ��✓!rA vj ,r 'Cdr ` pv- � 7IV Fit,-'i• �T-' ?. 40 �' .�'rr��' "' ~" �-�r-• ,/ t '...'_-•. '. J t�r ••• i / ►� •! 1 ! 1%r ^ �-� �,�,,.....� '�^._. ••�^-.• ,_.._.� / �'_.....�..___•. %- i /,,.+-,,.- `e-•-•�..� ;ji r•,.`^-..�'-_-._ --_.-..._.........._.f....� ..._... - �/ ^y� / .at.Q.•' � LEI- 1_ � ' ��,�., a f7-�- - � �� '•" r. ._ . .T, ^^���1(�.1y ;��'yv� ' ' �' 1� �r.l• y ��i� ��� �� vY ro 0 Y' rN /• a ' At.. ► M ..` � 1 r' la- fr` )}.w/,' / 1 -.,ti. (� I f�}l�Ir'��.}J(i.� . _'"-''-'�"�•-�._ __.._...._--- •.-•_...�.-1-..-.,r....,...-+_ � /�/�f ��� ,,� ,Yrr"•.._" ). �, Q t � V ; ' d � ,'• "c' { .� ,1-�""Y�iM��.�c,� � <'� �.� � �( / \�Y 1 "f•�., ._.,..•a..y..�......_,,,� ` , �- .�._... Jim t cg3,� ... =— ..-.�'� J S ,.....►''�, ---- _ Vv LAW l + ...7- ILA STREET �. ----✓ �, - ' . C;1 t 7�1 K- - (Y' `, :-._1 -- I ,� ' Af �,. - ra��l •I`'`�G-.. J'T" - ♦ ��' �) �./ S /'�� .� ��� it �I Ts �tr�•�f`0..i/ - W 1 0�_ / ,� �'/•I \ � .^ ! `.wl �►"�- �./ -- -' a�. _ �. , (1` l U !i L:, C _ r J _ ,�/' �.. "�t ,�,:: -�:w•., T -"'._.'(z f� 4J ID 1— _ • , yam, �l/� 1 1 `� -a 1"" i� �,p `"^ ._ .. _ ' 1 1 + ..wr '? 4�.+IJ �'1'1,.� ��I mer ?.t7 ( I A 27111.�� ii C `t 1 {,( ( I _t'! 0 -5�t� ✓� r vi(., !':.►- ' �I4 ' �'-_. �V 1 i 1.. -.. ', _ x .(y T.• ice- / �.- 1 uj ILI sl �p 1 } .I+..,,y.,....,..`_..rr�...�'„'r �``�'�' •^v�,. .... - _ _._._.�r.., ww�""'�l! .,. »-� 1����' �'�• , '.. p �•- f� ,, r _..� •.� !' •.»_.___._. _..�..�.« -.�•... 1 l .1 1 .1a.. ►._ • i+wiw•.,.4..dr4.�r�t� •_wL,+I cc —T—) oo 7 x 7 SHEET NO SITE PLAN "`•�+�•.,. 00.49 I _ .•x LOCUST, . 575 VICINITY �______� SIT c�4_p04a of: 3 0 F 5 F IWALMED 994 1� JL ����lp� IN�I 1 1111!1111111 i 11! 1111111!1► 111 (1111 �1(III 1 ? Iiilll�llll! I Illllll �llll ,il 1 11111j11!I11i 1111?11111111[i F11111n1I1111111c1r111111111111±1111111! !1111111111111n►n1111111I�n�1111��1nih111I111111����{�!!111111{I!111111I11u11111'I11�!11��!'�i!!!I!!!!'1!�i!iu�ii!!!!f�liiiil!111111!1111--�!I�I!!i►1!!!!I!!�iil-i!!ilii►I!!i!I!nill1�!!i!iii!iluiil!ii!liiiiliiiil!!iiiiiiliii�liiiilii�ili�ti I ! I i , 1iLS:S?di�EN ST �lQAI3[L_N1"2TT5 FQJJ E.ROSIUN CONIROLUANIi 2Arndar 1,.Notes for Seciiment Fences: ,t • The filter fabric shall be purchased in a c�.�ntinuous roll cut to the length of �. • Approval of this erosion/sedimentation control (ESC) plan does not constitutc an approval of permanent road or drainage design (e.g. size and the barrier to avoid use of joints. When joints are necessary, filter cloth shall o Drop Inlet be spliced together only at a support post, with a minimum 6-inch overlap, location e�f roads, pipes, restrictors, channels, retention facilities, utilities, etc.). and bath ends securely fastened to the post. • with Grate � •//I ��y� Stakes (2'x2 x3) The impleeietation of these ESC plans and the construction, rnaintepance, The filter fabric fence shall be installed to follow the contours where � �-•"''� ✓� replacement, and upgrading of these ESC facilities is the responsibility bf the feasible. The fence posts shall be spaced a maxinlum of 8 feet apart and applicant/contractor tln.til all construction is completed and approved and J �� driven securely into the ground a minimurn of 24 inches. vegetation/landscaping is established. w~r� o`�� —` When standard strength filter fabric is used a wire 5u ort (am►^ �ec`�4 The boundaries of the dcr.tring limits spawn on this plan Tall be clearly b PP fence shall be �o• �p,cu _ flagged in the field prior to construction. During the construction pei:•-)d, no fastened securely to the upslope side of the posts using heavy-duty wire staples 4t least 1 inch long tie wire or hob rings. The wire shall extend into ,o ,aye • disturbance beyond the flagged clearing limits shall be permitted. The the trench a minimum of 4 inches and shall not extend more than 36 inches r`r' """""' """`"'�"" flagging shall be maintained b the.. applicant/contractor for the duration of OS P4 0 0 pDa 94.4 • ':::::::::::: ::::::::::::::: ' ' Y ' above the original sinal round surface. ab 0D Wt; � ,....•..,,•,, " construction. b g A.a o D�1.04. 10,° ���ci°Qa0.o a0.a° Filter Fabric The ESC facilities shown on this plan must be constructed in conjunction • The standard strength filter fabric shall be stapled or wired to the fence, and p 4 v ov..•,, 0 ° a 12 inches of the fabric: shall be extended into the trench. The fabric shall not d Z 4 00 1O "° a , ° a'` with all clearing and gradin activities, and in such a manner as to insure that (n O °,00,�o�°o�oG° n� S grading n o e°�Qa °taco°oqa° '� sediment and sediment laden water do not enter the drainage system, extend more than 36 inches above the original ground surface:. Filter fabric � <O o �000°Qoo�� `'°p n roadways, car violate applicable water standards. shall not be stapled to existing tremas. ,�, Radius rs 2S' min. o A o .0 • The ESC facilities shown on this plan are the minimum requirements far When extra-st,ength filter fabric and closer post spacing are used, the wire � O mesh support fence may be eliminated. In such a case, the filter fabric is ' • Clean Pit Run or 2"-Minus Gravel anticipated site conditions. During the construction period, these ESC t 8" mina stapled or wired directly to the posts with all other provisions of the above h < Su rade Reinforcement depth a • facilities shall be upgraded as needed for unexpected storm events and to . F Stakes ensure that sediment and sediment-lade: water do not leave the site. Standard melte for standard strength filter fabric applitinb. � o GeotextUe,as Required I Provide Full Width of ingress/Egress Area* Filter I:abric • Sediment fences shall be removed when they have served their useful Stapled to _ - _ - - _ _ _ _ _ The ESC facilities shall be inspected daily by the applicaill/contractor and • • StakesN1_11purpose, but not before the upslope area has been permanently stabilized. maintained as necessary to ensure their continued functioning. ' 20' min. for single family and duplex residential Kurloff Water _ � The ESC facilities on inactive sites shall be inspected and maintained a Sediment fences shall be inspected by applicant/contractor immediately' after each rainfall and at least daily during prolonged rainfall. Any required with Sediment Filtered Water minimum of once a month or within the 48 hours following a storm event repairs shall be made immediately, I, 1 ^7 a 7 ��° c•O.o . a �� - At no time shall more than one foot of sediment be allowed to accumulate within a trapped catch basin. All catch basins and conveyance lines shall be Buried Filter - - - - - - - ' cleaned prior to having. 'I11e cleaning operation shall not flush sediment " Fabric �--- laden water into the dowi,stream system. (cnin. 4" Depth) • Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that all paved areas are kept clean for the duration of the project. 3 , Erosion Control Plans Figure 3-1 A Erosion Control flans Figure 3-7A �- Technical Guidance }-landbook Gravel Construction Lntr nee •I•echnical Guid, v- -Ir1r:e Handbook Filter fabric Inlet l3arrier �'�� r � �-�,c�l f,l t�1L 2 , `--__�- T-W- t t 4�) b fiIter rat, --- -- --ric material 36" ----._ - . � �a ...i m\. wide rollsdiailiamUlJ } W r ca use staples or wire rings to _ t 2 I L attach fabric wire 2,by z..by 14 ga. Hyre P" ••r 'S - .-,F� ' i" 14�1 -i fabric or equiv. —_ Z PAP 10- 1z LJI _....+ . ............................................t ....... -- \ y , 6' Max. / `�/ /� i I _ • r I r / �+ 2"by 4"wood posts, J / L (s t l�' G .5 `+ 'J 1 A1G 1�. ' -- '►.J - r .."11111111 . . . standard or better oc equal alternate:Steel 4 J �E ��� I fence posts • "� [" 1 , I z Notes , / 1 �D y 10 N G 64J T •Bu.—bottom of filter01 .Z �y �� '--�� N_ �G !✓ �j material in 8" by 12" '� trench filler fabric / ` •� r ( �-" - .Z 2l0 - matt•riat �/ ~ 4 2-by 2"by 14 6a.wire fabric or equiv. gra K li HC, ,moo �' �-!G T I oto; it q.6 — FV Co S•S . .� -10 I ♦ l.T W.^ r E3�1 f�Np 21a 201 Erosion Control Plans Figure 3-2 r _ �F r _ * Technical Guidance 1 landbook Sediment Fence G'�' ' . �11 r.�tt� ✓►�.� 1 g.. ^•-•tea ..# qtr , .r SCE" NO. 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(6"WOOKS)� �• Gi•T • x 1 W"LL KEY •�-- .• GONr. _ CANTILEVERED RETAINING WALL NOTE5:� � Ie'�� 1 . 43,DT pO_T © �aE�.a�t.�r�JOINTS► �"Q� � •-E 5 J ISOL { S` "a(78.�" 1 SI"1P30N "SS'B?8" 1' *Y r i m- • TNI' OF5<sN 15 FOR WALLS UTA LEVEL DACKFILL IN %LELL DRAINED 501L uK�uLY `� Goa '•"• x 18 � E'..ii FE .a 1 N" SNEA%..AI._S 11*jST •-r.v'E 1xp WtUOVL.. IE EXP4'V51VE SOILS r1Ar SMC"IRE A SPECIAL DESIGN P)A.6ED CN TN0'SE 501L'i- F'ROP'LRTISS •-- •1'- NO 5URCwAROE LOADING LWTN;N 4'.m• Cf WALL ALLOUJED ? , `�'" �- IN �ADt: .�R£A5, 6:OC,c i ! '• x 4" •5C'L T bl E ATI.4ING 'v'i Tk 1 Y 1 FLA' 'Sl.Cc;K if ILry DO NOT POUR F00TtNG ON "$L 0#-- SOIL fm� C�C?N ',NAILS • o' C- AT �1hQARIES • �. 3 a3; .. • " :s' $. �` 9►4e►DEG AREAS 4 OC :: :.ES \ { r --ti � _�..." �� � � ! �i ,+ ;�G�...SRC•i..._ i .. _y" .'���1 50 _G'Cl.>`•R Vw�S�A_ ._ y .• � ./ V ��.� ; '\ ( -..' ' \ i 1 ! �+ �f`�, 1 / II �� ^, I �L C!'i BF:'.- ^' ✓`, j-.� �l �1 »N!: FiSR'I"'FTEC � � 8.. _�.�P _./ �"`• i�r 574' '0 ,� iV� •ter+, �� F"AT G' R TC1:, '7 I Ai� -N-LESS �� °L .'•+E4� E) „ ., bo A' O,- L9 0✓K EG ,_. 4 W ----i --- .- _ _.__.___ _ __ - -_._.._..__._ _ -- g 'r L m Q � cc INTERIN( WALLS: - r 1 In less uthrr��nr s1)�•Cititally nl�tcd, use il?" gypsum w<111ho11rd each .ide ,ll•��;Ill I', 1 1/4" W "6 scre�s,.,, ( W 5d cooler nails at 7" ox. at rill studs, plates. anJ hl'-A', I'dges may he Imblock-ed tit)[ sheat \�)'�• + 11 44. 75. � L, ♦ 1021` 71 w �eou- I . + I I ► ZT/N 66-c�� ftl tA �• , I i ' � i I I C 1 4- i - -' 1 1 1 1 �. . ---- _. jj� ui P"'1 ' F ,-Al- J tt I ( r .. J:�i•. ,,,.,in.«rra.�i�''x+flitEi'ii�h r�`. .a+. ,.1, :.,.v sl;:.�p�,. .. ''.• V I' SHEET NO., ✓ �_ ,•Y'fi 1 V 'I_ / �v \;:✓EH a� 1 V Mme. ►✓�..- . J .r 'M I ,- `•� ,.• - '";i; /. w✓• .,...-.+-......w.�...�.�....._...."..r.....+....+ _ / "//� (lR` '../N +RNA* ��M,�/ �,,r`.w»�"•� � ti 1 � �y M LOCUST, 9575 OF *• SIT 94-0044 ! 5 OF - w._.�r._._�...�.....♦ _�.,���' �s .M n v U 31994 FILMED �1�111I1111111 IjIIIII� IIIII I IIIIi1►lillll I IIIIIIIIIIIIIjI II►IIIiIlllli 1111p!11 11111111111111 ! 111111111111 I IIIIIIII11111 1 1111111+1111111 11111111111111 1111111I11111f f INCH f MAUE IN CHINA ' 13 -TV II' IIII!!!!'I►!!!I�IIdIII!I!I!i11!111!!!11111!!!1!!1!1111 Ili!!!1111111!li111!III!!II!Iu1!1!!ii{,Ilil!!IIII!I!I!Illlnlllllll!I!IIIIIIIIIIII{!I lllnlnnlll!{I!lli►Inl