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Plans (5) BU P2018 - 00202 , - a \s.- 0-o a \`33o3 svorcAl, \An S kick , ,� � SHEET TIGARD TACO BELL AT HWY 99W , m I Fr .SUN 2 8 20 Cl N s . CITY Or TIGAR a , 2 UILDING D[VISI: C OF 7 SW PARK ST I'! % E rr4> SCRAPE AND REBUILD o N 0,, SW cooK W /Q4, `�A rvff J J / I Q Q fY fY &U PARK ST SW FAIRHAVEN ST V" z I GENERAL co>�tsrhticr�oN NOTES ENGINEER SURVEYOR CLIENT e o b '' #• "n Z •Z Eh 0 0 LEGEND .. CE) PROPERTY LINE 1. ALL WORK AND MATERIAL SHALL CONFORM TO THESE PLANS, THE " M° ? :,o ¢ v� ¢ I,1 t� . ,=, APPLICABLE PROVISIONS OF THE CITY'S DEVELOPMENT ORDINANCE, THE CITY'S ALL COUNTY PLANNERS 4 SURVEYORS, INC. WEBER COASTAL SELLS -. o I o o (E) LOT LINE TECHNICAL SPECIFICATIONS AND DETAILS FOR PUBLIC WORKS CONSTRUCTION, THE MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, THE MOST RECENT ATTN: RAY MOORE, P.E., P.L.S. ATTN: LINDSAY JOHNSTON \\ lila 1 ,rjI% EDITION OF THE INTERNATIONAL BUILDING CODE AND APWA STANDARDS. 3 co - - (E) EASEMENT LINE DAVE REICNERT, L.S.I. . PO BOX 23408 ' c r q N 2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES P. O. BOX 955 EUGENE, OR J7402 rICsARD, OR -� �` \- - -----lOf.�---- --- •--- (E) 5 GROUND C.oNtOi1R PRIORI TD START{NCx CONSTRUCTION. SANDY, OR 9055 C54ll 687-8445 \..� � c�" � ��p N1©1- fE) i' GROUND CONTOUR 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF 3UTHERLIN d8 HOURS PRIOR \ .� p `� OTO START OF CONSTRUCTION. (503) 668-3151 \ O Q •- //7//////// (E) BUILDING WALL 4. CONTRACTOR SHALL PROVIDE THE GOVERNING UTILITY DISTRICTS AT LEAST DAVE0ALLGOUNTYSURVEYORS.GOM I VICINITY MAP o , . -� Q 24 HOURS NOTICE PRIOR TO REQUESTING TESTING OR INSPECTION SERVICES. - _ __ (E) BLDG OH I \ NTS v� Q� a 5. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO ADJACENT RESIDENTS OF CONSTRUCT ION SCHEDULE CONTRACTOR SHALL WORK IN A MANNER THAT i \ CITY OF T I GAR D i� j uta fF� WALL ALLOWS EMERGENCY VEHICLES AND ADJACENT RESIDENTS' ACCESS. \ ,{ �► 3pCOVe1 by Ic`I �l�rl •` • _ :_.] (E) AC PAVEMENT 6. PRIVATE PARCEL WORK INCLUDING WATER SERVICES, STORM DRAINAGE,OL SHALL BE O • '• '." , (E) 5IDEWALK/CONCRETE SUBMItlEDcc SANITARY 7 O COUNTY BUILDING EWER LATERALS, GRADING EPARTMENTT FOR REVIEWRAND PERMITTING. SHEET INDEX ` '• -. Date: I THE CONTRACTOR SHALL MAKE NO CHANGES OR ALTERATIONS FROM THE \ �' \-' !Cl ItI a��11 --- w O c� APPROVED PLANS WITHOUT APPROVAL OF THE PROJECT ENGINEER AND THE 1 \ i \° cv 0 ELa.��� CE) LANDSCAPING CITY OR GOVERNING UTILITY DISTRICT. Cl COVER SHEET AND \ \ ` ` PMOen/ 8. THE CONTRACTOR SHALL PERFORM ALL WORK AND INCIDENTAL WORK �, i CONTROL POINT 5 , Z = >` 0-1 ' Ex TRASH �' MAG NAIL !s Zr.,...faie !! (E) LANDSCAPING GRAVEL NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE PLANS AND EXISTING CONDITIONS '.. �; SHEET CONSTRUCTION m I G2 NOTES `^ DEMOLITION : o OF 7 1 DI PRESERVE 4 PROTECT (E) IMPROVEMENTS - OR VEGETATION Ar t Ow i D2 DET'7oLisl f CFS BUILDING D3 SAWCUT 4 REMOVE (E) ASPHALT PAVEMENT ® ( f•- '� J '�/ \j - -'' li DEMOLISH t PERMANENTLY REMOVE CE) Q 0_ct ,1 _I r / D CONCRETE WALKWAY i Q 1Y. Ce ✓ / \ �\ -\\.< 1 ,\ D5 DEMOLISH t REPLACE C� CONCRETE d 1 � \-(\\\-'7.:7s, in: WALKWAY Z \<V ✓�I \ j‘ i i D>=T~[OLI3H t PERMANENTLY REMOVE CF, w jMONOLITHIC CURB < SIDEWALK Z z Y O � , � ���.� � g;��-�::-, ,� � DEMOLI34-I t REPL4CE REMOVE CF.a �"' ¢ w a \\\,"V\V \\, a • w� I,. �r� i ;7- , (`-`_` D� MONOLItaalG CURB t SIDEWALK <n. p p U \ 6\\\% / / � E / ° b� r` / �\A 11 0 - - -- .'f- 7.- -Z Z.-.w.\\.-S . I / �� \ \-\\ /\ DS (E) CONCRETE t0 REMAIN co W _�� \ / �'� ° / �' REUSE 4 RELOCATE ( ) t-IANDICAP SIGNS IF 0- _ „7",„..-\(\\ / / /� \ --\ /\11,-"'-''u � 1 _ / _ ,y -. D9 pRAcTICAL �� , • !' _,.\ \W---\ --\ --•�- �, .r-.e.--"--\ ---447\__ _.4, \LA,---1 ..,-__/:_e:A___Vz � �..,,,,,.�� 0 -x.�.x CL C C / D10 oVE REPLACI= CFS DRIVE THRu w $ / �\ A P y P P f P P <% `�`'` / ELEMENTS z n.. —. +(.ga di • �■ f� ----- .', .,. -_ .N_. Dl I SAWCUT 4 REMOVE (E) AC, TO BE 0 -3 d �. �` ; \ __ _.._ .._ ._ _ _.._.. _. ._... Q . .._ - --- .... __ _..._ -- / REPLACED W/ CONCRETE y 1y o A i / / / \ - . / / / I .\ / PRESERVE (E) UTILITY PIPING AS MUCH AS d� ”) ct� a D12 IS PRACTICAL FOR RFSTABLING (N) 's'/ w / ) �' n r / /1 CONNECTIONS TO (N) BUILDING w 4/ 1 / - -' // /! / PRESERVE 4 PROTECT (E) GREASE s / A f /Q A r / / / D13, INTERCEPTOR AND REESTABLISH / f n / / % CONNECTION TO (N) BUILDING / A' ll i � �J _ 4 / !r! I O W l / D14 REMOVE ExIstING TRFE z / b i / ✓ I DEMOLISH 4 REMOVE CO CATCH BASIN. Z " c I 73 cx r' / i D15 PRESERVE AS MUCH (E) STORM DRAM c/ w ACD • // f CONNECTION TO RAIN GARDEN OVERFLOW Q) Q a- d1 / / PIPING. D cv wo W q 1 i t / / / / �.-. SAWCUT 4 REPLACE (E) CONCRETE =01 J i / D 16 DRIVEWAY APPROACH A jf * /, '. / 1 ✓ / W O p / f t f D17 DEMOLISH CE) CURB 1 — 0 cv iY Q 11 , „' / DI / ID3IA / s/ .••••••••• ••••'•-••... ,,, iN \ , / / /--i D3 , , c, , N i ., / Li , / DIS E ..,-. ,..,4 „..„ , .. : m „ ----0---- jr:\\/77 IN , / ` , • / ____ .,„ 1 i..,_, _ - 0_, t i 1 . �°__ * � Dl / 1 7 : D15 ___ _ D14 �'r Qe� --r H,, f � d t / D3 i:---: , D1 Q F .........,c, , , oir, , . , �i /1 .----- / 84 ` Dl , Mt " —1 7 i 1 D3 `-- 1' 1 i\s_ '0.. 4. W Q =riii • IA D1Zi/- \ I ,1 ° 4 1 , A 4A � 4 A a. j D1 �: b . . 4 D6 � D6 � 71 v 1 EL . .,._.- l '• A \` l'6 . a a ° Da 4 :4 I ° \ I D4 a SCALE : 1" - 10' Q V a U a // lIFYl �/� �/. A Q - \'-� \ d f O' 5' IO' 20' H I I 1 :.• _ � CO , Yr \\ Dor �,- a \ G r.i --_ , ,,,,--1.,P- N In , I 7AI \''c' 7":7\ It 4' C? 0 , i - \.\ g , -TM._ _ . ,,,........,_..„7.1'.. 1, __ _ _,,„4_ < , / . i \ 7 \ / \ \\ ) - D D. SD SD - S 3 MSD - SD SD I, i N` [1 \v/ A / - - _ -. w.� - --- � - - -� i 2::>(,\N U H 0 ! VIII ;I I \ 1 *- ,r , \ A / 1 � GAS - ► 1 � 4 1 � Q.. ✓� \ // ( D 12 / - 1 ` \ a �` i 1 ,- / // \\ / / r� " 1 I \ /'-98 // �` 1__ _ �/ I /� EXISTING TAC0 n D5 D4 a 1� U t // _ -- ` / D4 - ` $ELL RESTAURANT \ 1 ! _ n T i / 2020 SF 1 ! . a � tr, p � ; / I ! / A 1 , D2 �d A i Cr; � M� �' ,r+/ I / Ify� 4 ill 1� O •C m /f I /` t 11 D5 D4 G 1 ° a C (°17)*D co Dl °' 1 i iii D12&...._ O O D • P , P 1 � D12 / \ m c maw p ' 1(\ 's -,p \r \ -A 4 41P ate.\ % � / ` _ _ � \ E:1 / \\ \ DI - -- 1 A .Q : !Is DI l \ A� DI D3 D12ith , I- .-_ . 4 p3 so I 0 \ _ , 6. DI rn a e i �� i \ A / D3 D12 ` � , D12 ;\ A t D13 Da D11 I i\\\ 1D1� \ ` D4 ;/ A D1 •••..1.1" `� ! T . \''' ,.\! - - _ -�^ - llf -mow. ,1- owl • ..-- ,c 77\\,/ , \7' 7,7: „\\\-.,.,7 0 ,L,' /5 - 4011.1 uw 'C '-'7. \,,77'V\7\\ \ 7/'\\ 1 \ab'kill17 ,;' 1 VA.7 ''\7 / // f \ .7 .\_ \'"'77''\X,>"";\\\\\-_,e.''' 7- DI ..,--:>\72-\\7\\\-\ \ \ _z_\_.\\ 1 3 -Z\--- -*. - \------: _Z,,z,..Z1_,,,\__A \ \ ,.,-Z__\„7" \ --\\_ -"-....\..77---- _ .../ i D1 $- / DI NAINg\si En"CO DI-I ' __ --..�._ P �P -..•..--� ( f _* D3I-\ _ �y Oyu = -4H P 0 y r Oy OH,—"" �1 : �_ T r T T --..-� -- --- ' -- _ _ -I cm In W W V� ,/�O1`I - - - -� - 0 D4 0� � tl 0 " ' OH - - Q I- ce, O "� W ! / W " "` W Wr W ca — - ----w - ON p 0� 0 I- 0 �t cA D1 W / ow W W W W_ + W W 1� r � Q 4 . . 4 A4 4 :GAS t i A ✓ ry W-"`' ° t Q D16 A / A i1 / / DS n: A / , -' A4 r ODl6�"�. GAS GA;S GAS A S -- -CG/ S' -� , GAS GAS' AS GAS .- i(GAS A .GASn4_ 4 jA. a ✓ , J Xc r' / GAS GAS GAS GAS GA GA G S GAS GAS GAS GAS G V A , A 4 - 16 _ A D8 ^ r- __ _ n ° $ -� 4 A ! ✓A C s 0 1.1.1!f) _ ._. -. I I! II �, _ T -._._.- T T__ �_ _ T T T - T T W CC m T T T T i T - T T T T - T T T T T T ---- T T T ----- T _ Q O 4 D3 D1 D1 D3 , CO W LU = DI -- J, SW PACIFIC HIGHWAY - HWY 99W u SHEET m I 1 . CONSTRUCTION NOTES C3 ea+� SITE PLAN : o OF 7 its, C �y j, SI PAINT "EXIT ONLY" WITH I' TALL WHITE LI=771=Rs. cn apt.' S2 (E) STRIPING TO REMAIN. REPLACE AS NEEDED W/ C:t STANDARD 4" WIDE WHITE PARKING STRIPE. PC) INSTALL SIGN WITH 'VAN ;% a 53 INSTALL BOLLARDS. SEE ARCHITECTURALS. ACCESSIBLE" AND THE ,-----"--°-- INSTALL SIGNS WITH THE l 4 INTERNATIONAL SYMBOL OF INTERNATIONAL SYMBOL OF u" a INSTALL 2 ADA PARKING SPACES W/ PAINTED ACCESSIBILITY MOUN l LL) ON ACCESSIBILITY MOUNTED ON 54 PARKING SYMBOL. AND SIGNS PER DETAIL. 1/G3 AND 1 p QlYCe BUILDING, PER LATEST ADA POLE PER LATEST ADA MOST CURRENT ADA REc�uIREMENTs 1 INSTALL PORTAL_ AND APPURTENANCES. SEE Z I REQUIREMENTS. REQUIREMENTS. _ \, 55 A HI cH1U s. .. d L''''. "---..... RC TE RAL a �" S6 ARc IH TEG ORBOARD ALS AND APPURTENANCES. SEE w Z • • Lu ° ����� \ SCALE : 1" = 20' a'' - 51 INSTALL BICYCLE PARKING PER DETAIL 2/C3 0 1 0 0 n t " \ — O' 10' 20' 40' O N ° '`.,��� «= FOR ADDITIONAL CONSTRUCTION t G,��P �d � NN `C GRADING NOTES, SEE SHEETS C4 t C5. ��v �, �, cb N n \2% MAXIMUM SLOPE N ,..- --C �c ti� �� P cl IN ANY DIRECTION �- -.-__ a 4" WIDE BLUE ��J �' La N. STRIPE, TYR (ACCESS AREA) N VISION TRIANGLE 35' x 35' ` w 2% MAXIMUM SLOPE 2% MAXIMUM SLOPE Ca, 1931 IN ANY DIRECTION IN ANY DIRECTION \ °` , 0 z 3 3' -, n . w �N n \ Q II -0 = 45' 7 a Z ^ r 13L �STEIJCIL ED 1 D, 36"X36" 4" WIDE PAINTED \ ` / N m J • SIGN PER LATEST ADA STRIPES (TYPa f / 'd'` - 0 REQUIREMENTS WITH BLUE OUTLINE (INTERNATIONAL SYMBOL \ ' f �< j 0 J OF ACCESSIBIL1T N t - / o t_\.. ,' • / / 1 1 U J V3 (ALIGN) 0....____._ __I , , V/ ..../-- \ - Li.] 1— — i= rk 1"' r a ° {n ! (..... i (.....:\.- 4 .•` � _ -- EQUAL- �+�EOUAL g' g' \ , ..• r F `556'4 '43E 16030'- - �- 9CO ' 1 i, N 01 0 ADA PARKING REQUIREMENTS 1 / _ -- , 533 151Tw 0) N.T.S. kil \ 1 1 1 .,. 15.44' Cr v� ,s ` , O Co _� �_._ 31.1' 0 i' f ® \ ( I ? �. ®► �,N. /� 1 \ 1 q� . ,:t .. .., - El-- ; \\., 32,y2s• —\ \ \ , • ,-- \ i F .1 Atri `�S/ I 1 ` y .. �\,� _ ' S6/ / I . ' I 30.1 \ l Q N i I .„.. / 1 ,__) 1 iii „,, .c... .,,,.i.,„,,,„:... \ / 21.83' }- w ' r ( v====v LI- C -\ R3LL U 0 —1: : Tilr 01';r) 1 r',. ',. '. ----. li 1 c t N. T -1 0 ,,, ,,, 1 \ . LL H � I I . F 1` I V o ` 54 O �\ � s' A ¢ U 1 u H o -40 et ....:5.-":4 re <tu • ” + . -233' ,� Lam] fie- . .a a, --... ` a • • " '• „II_�� �, �. .� .e �.. ' 11 \ �� rs auk V C In 0 Ch in 0 7 In m �ci . ." ,., o �Q 4ki .0 .� \ 1,. . C E•0 ,...to No 1 Gc m -0caM . iki CA cv 6' MATERIALS LIST 1 in 0 1- � -. r -� / 16.2 1 .--- , �, ;I . c= In `� �9 (I) TUBING - 0 2 3/8" X .154" WALL STEEL TUBING \\ ,\ JI SCS r 4" � b \i '� v ma 0 2.5' �' © (2) SURFACE PLATE - 4 1 1/2' X 1/4" THICK STEEL -..` \ _ �1 ; ` IG o —1 C `� PLATE WITH THREE x9/16" MOUNTING HOLES - �' E- ', N a TOP VIEW 07.5 �� �� y ®�; a \ 1 (3) MOUNTED WITH SIX b 1/2" X4-5" STAINLESS • ', \ j4 5.2 STEEL ANCHOR BOLTS (CUSTOMER SUPPLIED) 1 �p 02.38 I 4o Lr ' - �-6 t,\ ` ` 1 l \L.. 4 0 0' \ \ _i : ---- �� \ od' 5561'43'41"E '\.108.00' \ BIKE BIKE BIKE BIKE BIKE r \ lel l rq U 1 2 3 4 5 ---', N. N, \ ..,...\:, 0% .,,, ,, \ ...\ ,,,).. ,,, .____.) _i_ \ 35„ v , in o t3.5„ RIGHT SIDE VIEW CO ilt e9 FRONT VIEW UJxo .i- VISION TRIANGLE 35' x 35'-” W in� m � LLJ zLu W 0Lun00 BICYCLE PARKING DETAIL W z N.T.S. M U SHEET m I Sidewalk width r/ N. C/4 tSee general note S) / . 4. .- • = a Driveway pay Ilmlt _ Zatne to match eztg.driveway CONSTRUCTION NO I �.J tr 4► , •�� o (If monolithic, Include adjacent curb) t.enyth varies .,. / � t5ee general note fi) GRADING PLAN `+ 'a++yy,� TM '' -� r-" °" GI INSTALL ASPHALT PAVEMENT PER DETAIL 5/C6 O OF 7 ;•`:# ;:;,�: r: a•i' `a, a;♦; •'' w /+ a"i' ,"', `r o4'lanc[Ing ire a. kv ` ;••' $ r• •a• ,�r❖ay$,,•*;ia.00 ,7- .....`'a•r.`...r a-., Use max.width feasible Cc � •• ; a •' . #+«aa # #,#.�, ,• •3:' • ;= ;� �, CONSTRUCT CURB PER DETAIL 3/C6 ''�'�'' ""+ • `a+•a �s•+a ,0 ay�'a,.•w a a a•r a•�aasrsy a a rai a a ra•,�a' y (Seegeneral note .4 '• • b •:''sr+ sem, , a!s•r a a• a a car a#+ • • Pa•`'•a•S*• Dr]vewaly ,c E 5) r+ •. a tom.' r`#F.. +"a r• "s♦•a99 r a a S ah • #O+# •$s'-= - i 45'n0ro ' '• a'�••'11. ••, ".- -+ $:•� +44#•« .t ;r.•, :i.:4,4,:•:; a•,,:.:;'`°`•:::: II exposure LEAVE 1 WIDE GAP IN CURB. FOR DRAINAGE TO RAIN •�• • rr. w •.$•ia w , .a .• ,# ,�.,*. Onorm. 9 Slope12°5nax,change �3 GARDEN CTypa) •.Picea fc pc+ ,a•a#.`,., • +gar .S-�.;r.'a'.` `•�.� Through sidewalk - 2%norm Ce 1/Q - !Fath ~ r'+ •1041,0: +•a 'r r a. +":,,r4.: +.. r in slope.'L�' , LL .77 + , r,a i rir,+aas++ra+J a�a+r�5 'tic i•'�'a0'#ai :• 0,-max,) w (3 4%max,) p �• fr r s 4:•:+41::.• 441:41:•:•:10:49:44�,,..,•Fg:= '• .0 Slope 1.5%max Intervals(SAC) Ce ,_..1 a.r. ..r.a+.:�:• z,1,��':' h p :::: TSI C6- +', #..;;. ? a (ptax, .0 �IRlsed surface :I� iCx4 DEWALK PERA / "=---, 7� Flnlsh Ste,pr' 1e55 t (Normal sidewalk cross slope)nc,ze 7 �'ar��rry illos 'ar'rr� .. gradF w 6%desirable I kC•t5 T ADA RAMP PER DETAIL 1/C6 Z �` ':�~ ".*.,`. ' Slope Caries .�tk_T (T 2 _ a c G �`'�* a d; - E C2,tTAGnormal}�`� �,, * 9 max' INSTALL TRUNCATED DOME DETECTABLE WARNING PAD. Z W 8 a• �1� io .....:4.:.:::.. 3:0;;;$$:::::.:......,.. ra SC@ @nCral n4tfl 7. ��7 Y O I •aa•• • •a ,a a rr,ra,r,.*i, a,r.ar,r - C �_ a•�•���rra•vl! � .• o ..+..r ,'.•r,s r r$:4 - - �, 6 USE APPLICABLE SPECIFICATIONS PER DETAIL I/C6 at I- c--) cC J �,'aS+.a+#•_ ariar,r,.�arf�•rar�, a#a,rr,aa S,rais#a,,. ;.I preformed filler y �� �� Q t/J 111 Q. t1 r+,t#ap"*4:::«:::;:,:i:.±:::Kg�r;,r• •+#•vii ar•!a•>•�•�. Y 1•r t- $ Max.change ,1,\ 1I 111 2 0_ `` OPTION F -'-•a:''* ':«'' •;:, ";<s.t; •a ::.::r f p G-i CONSTRUCT EXTRUDED CURB PER DETAIL 1/C6 Q , I n o c� Irlsfa slope a,♦a,,,,,aar,,,aa intervals(CREST) PARTIALLY LOWERED SIDEWALK +''''''"- •�•�• :� .;•.�'': P.C.concrete driveway, SECTION A-ACO c '4'-----. ,, w , Curb typF var. min,thkn,as shown, ,. o -Er %, (See general note h) g P Z, li�i; 4'''"-o;yr -,/i E err as dlr. GS CONSTRUCT CURB •+a Bi11LDINCx PER DETAIL 6/G6 f Ek G. v �\�* L -� ALTERNATE SLOPE CONSTRUCTION DETAIL ) to _ O - . . •. 11. G9 INSTALL CONCRETE PAVEMENT PER DETAIL 4/C6 ra \\t, �� �2 N —Slde�vaIL width 8 4 CONSTRUCT DRIVEWAY APPROACH PER ODOT ©- z Fi �`' (See general note 5) Fr �7 ` i. Cs10 STANDARD DETAIL RD�35/G4 Vy y� 1�J, .1, n F lone to match extc,driveway SCALE : I" = 10` -1 r _ ro _ o'er Length varies GI I REINSTALL ASPHALT PAVEMENT. MATCH EXISTING �,� Q- �l�_ �5 min,between dvtys, s �. _ f ®, 5 r a rs� (See general note 6)•' PAVEMENT SECTION s/0*e1, 0, w ' Sr r•.a- Driveway _ 20'landing area O' 5' 10' 20' ` Lu : ..a•. `7 r 4"' ; lip exposure a.aa-.r - Lu a�•::: :4.0• '4. X,,t' �_..} C-' r T Z.i max. change ri's+i•i•i,.,' 40$ 1*ra'al`a i••• --_ !/ ' .:y •."O' 0norm, _ �` ,a ..a ar$,+�{a# ar.•aa� s,,, -• / Driveway pay limit Slope 2%norm, -i• #y.;�'�,•;�•�Y" • •+Aab •ia # •s#•.ar. `_-..� / . t e max,) Q n r 4ii+a+a b'�f"i•i• M►+w•$� •ia •• �- f - by le (I f monolithic,n o l ithi c, - ( slope:�1 • ♦•#rrr � a a Awe...i+1.0.0,45,;....50:491.,,-....,„i - i=4:t T ax,) Ittt¢rval3(SAG? -. ,'.. : ii'a«i`#•atr •• �'aar. • a. Sir .•. i . •• a # r'ae r. '' +1 a s a0 w,r • s•„4 aa•+a .❖a••a#a0,,v0„,0a r• .•r'•araaa-a -" , `6 nr ludo adjacent curb) W t__' ^,. �k•ar�ata•.,' ,�•�r•sia`a+aad•��'r,9�a `��sa�e,`�ySa,ia•`sari a•`r•`i•�•��ai•`+1*�•iiai:er s r. ^- Finish 1,, ,, r� c' �1MM� .••• `` s,•••*••s r'r''• �.1. }r•4, Slope 11:5. MAX, r O 4 r Z • arw . •• a a ,s rrrar •••• a♦• •a ♦a a.r w - ` ' ll .Srr,ar.ar.{a r9; + `aa•••r�`rr•`• ♦+ s a•i'r`•i•' lee* + •••i• .i `:•i':ai l i':'�`i�`i+::`i a-r:. grade (Max,2 0%finished surface slope) i l `' / #wi , ii+.rya##* •i�•#a�a+i��ss•a ; ai•:rsir'a rr•a�•ritir�.�.�•�aaV +i �a4#a.,a #.+;.::;a;..;.,. ma3s. \ , � +�♦ �+ (Norma(sidewalk crass cope) +1 Mr$►i • ♦w�••+ss.r.w ar•'+,a•��a•♦• •.i:r arra♦Lalias •`.•#•i a.a ai i••iri`sai'I•.':•:..•.:.... f f �r# #$#iia •ire♦' `•i aai a*r •a • ♦ r• ♦ .baa rasa. . ,•:::,:-::-... ] Ylrl@S C E r I I / o //+� •• :.s:.4a•,a,•,ti•r0rai•`a':+,',•.+'a,.'.•.•+,•,• .'•i•r•aii•ii a ai,aa, i,,r. •:.. ...... ..._. 1 / z ^ m r�p/ j * :•:a�r•i+dJ*.•a�0. i•+�ri•:ari:•s•$ib•.ai•ii•�• ♦ •+•rri+r• (2.0.`�normal) - % 1 /r, / t t �V/ !� 10.:•6*a a+i4�aa••••a'••aaa•:::i:1#r a as Ok 'a i• ai'a••u#O c / , . dl�l3�l/i�j ,•a•..a�,�r�,�r`,,.,.,y,..,..'ra.;`.,••aaa,.,., .�a;.,:ra,- , . to * _ .. .. .. ,r _I • :S a� a �a,�.i•,rr+i 0i• p0, a0 See general rtOt@ � t } r I_V See general note E# _ ••• •�•R!r•aa i i'a'a*Oa♦'A • 9a preformed filler G 1 Q) Q .F./ * s x 8%max•change / / / / g 0 C.7 CV /.2,..-.."'474/47Z `,� I. P t: concrete driveway, in slope"g° 10' -- / / w O Q W OPTION G ''$09*.f I �` r Curb type var. Intervals(CREST) / / / = CfJ J Cur general note 4) min,thkn,as shown, / / r / r / t Q FULLY LOWERED SIDEWALK —EE or as dlr. SECTION B-B / , r 1 •i o nl n* / /r ltf — H (V GENERAL NOTES FORMA.DETAILS: cue.aoo,:no. NIA ZAV LIM_i IIDllr i:Al t.. 2 S JllL-7017 �r IN / ;r a1 Q U Sidewalk 1. Details are based on United States Access Board Standards, / '1r r Q G� W W 2. Orly use details allowed by jurisdiction. ,-.4,4.,;.,;•;.., Driveway paylimit NOTE; A n,kterlal a.0 wcri nsrs•ila shall be l"a:carGincG*KA ,. t / / () —11— ,' Cl) y 7-,e of,,,l UreRe-1 Statsdzfc 4peclfleallcn: r' / } / (J] 3, The following dimensions are as shown on plans,or as directed:driveway width,driveway slope,sidewalk width,curb exposure,drlvewaylip ♦:•.g, (If monolithic,Include adjacent curb) - r r / - exposure,landing area length and width.See protect plans for details not shown, (See project plans for details not shown) The selection and use of this OREGON STANDARD DRAWINGS _* / / / 4. Curb,gutter,and sidewalk types varies,see plans, Standard Drawing, while de- f �`* / / / '; / ,,, See Std,Dwgs, 8000&R0701 for curb details, 4 Slope 1,5%max, signed in accordance with DDRB LINE SI©EWALK ©RIVEWAYS ' / / , See Std,f3w , R1]720 far sidewalk details, (Max,2,0%finished surface slope) (Normal sidewalk Cross slope) generally accepted engineer- 1 / P,r CYI / / 5, 4`unobstructed clear passage rrltb slake t.SAS max.(Aiax;2,t1%finished surface slope)is required behind driveway apron. p OR ALLEYS (OPTIONS IR & G} Jng principles and practices, I i / r ® / •'' / / co 73 6, Where existing driveway Is in good condition,and meets slope requirements,construct only as much as required for satisfactory connection N slope 7,5%max, ODOT HIGHWAYS with new work, (Max.8. %fin hod surface is the sole responsibility of \ / I r '' ••% / C%1 ( a 3 Isslope) the user and should not be / > N 7, Check the gutter flow depth at driveway locations to assure that the design{)ood does not overtop the bask of sidewalk ar driveway, (Ramp length 1S'max„measured 20f B , / // / / IN to If overtopping occurs. place an inlet at upstream side of driveway or perform other approved design mitigation. along finished surface slope) used without consulting a nxr, .c.tsuu CrSC.IP110n t r / /5� a) 8. Tooled joints are required at ail driveway slope break lines.. Registered Professional En t �J 9. 15'mil.of the driveway behind the sidewalk should be surfaced to prevent tracking of gravel onto the sidewalk. W Width of driveway 91neer. / / . r` / / /s , Cr TO, Monolithic curb&sidewalk shall retain thickened edge through lowered profile,to accomodate driveway use, See Std.Owg,80720 for details, Curb exposure / / / rI 0 Effective Date; December 1 , 2417 - May 31, 2018 RD735 \� li l /fI +— — — — t2 0 -+i ' / Cit / I Q 7/ / 0//— x` / i ; / / / H C� l ; ® ( i I BTM OF I ,116,1 i ,' I s / ( i 4 c 2 POND EL' ' C ---os ., 4 / ' /-i is,.. ...,.. • i, . , Cx2 / l 224. 0' os : i — _....., / . , 1 L. 4 t, i \I I \\":::-7\\*1,,,'''''11 .-A 4 . .6, • 1 i 1/ 7 1 ' . . is .4 .11. \ a .e.Q, IL ... ,.1 , \\,,,\\ A 4 16 • .4 1 .4. I: G4 \-__., G6 1 / :-, i - \_,Z.,. -4-F.----\ -$ 4 . ^ i 4 ' A Hai- ,G5 i, / !1' = i 1 // I SEE 34 iEET --'''Z'-'.::-/ / FOR RAIN H ? // ©-° .,! / Cz4 ` GARDEN \ CO ry f // '' -- \\ I / I CONSTRUCTION\\ Q In / ;' \c' if Cx4 I ` ' i // \ 1 D SD SD SD SD SD — - SD ----- ---- \ N\ V /� // r/ i--�1—��- - --- '{� \ �\ U H Q 1 i / 1 / r - r- ,/ ,r1:„.i? \ / / I / G4 G4 8 , \ , . , 1 -� •' :` - s / ! ` / (N) "EXPLORER LITE y o " o ..,/ e .-- cv) - / / ,' MEDIUM 40" 0 I e �•C' o 1 I / 1 TACO SELL RESTAURANT / c m CO to - _ __ ti I 1, FF = 226.13' Cs4 1 CL a o°c o w � M \ t ki ", " o it �\ i o n 99 i I / 1 C ✓ co•> 01 - \ , o / c iO / Q / C mU O O O �� r� d / I Cs4 / >- m s Li_ 1- A 4 \ .-- --'' / /\\ ,,,-- y„,..-7/ 41 d ) O At: N \77\ ' 4 A / 4., ----- a \\\ \ 4,,, 4 , . ,4 1 • s 1la Ga ® Ga In 1 `• - .. ,,,, E' .�_�.,r ..r.- 'A , •RaVk[ets4 i-•••,— -:.-.'-..--- 1 4-'7\ • A / / a el — 4 • • " A / \ \<<.\\\\ 0 MN fi \ 1 1 EMI ,,,- \,,, 7- 7\c, '-<'5 - 0 0 mil 1\77-- 7-r. .--'74 \ i S--"-1 \\,--;/;,\Z\\ ,„..\' ,7*/,5:/ G4 \ \m‘c\\, - \''' \-,7 '\-- --- t II 7<_\ \7;7\-7\:\\\:,-7\ ,7\\ ''':, \7:,,,,"\",\"7,\\,,.-\\ ,,„...\.. ..--"Z-'-' 90 lam.' ( 9 , .... ,....._,_„„,..,_,...:z. \ \,,, _,,_,. \„,,\_\_,\_\, ,„ \ ,_ \_,,..,,.,...,\_,7,_\_\.,,,..\ ,.,.\_\,....7.,7,„ ,........,_, .., .z ,....._ / i . _ , ___ _ ...._ .............._. , cf, ........ ._,... ....................._ ,„...... ,..,.. ........... ........ , _ / . .„...„„,,,,,„,„ pc,. ........ ......... ........„ _ __.... ........ , _ _ ......... _ __. __ , _ r ...,.. _ / ........„ ,, ... .... .... .._ r _ __ __ ._ __ _ __,/ 1 J In ,..............__.....,........-- le , _ _ __ - ,..1 , < 1 (NI .1 _ _ , _ _ G4 - .,,- _- r / 4111 VII VII —ah_ ''" _ r CO r d0 r a Cx10 I �/"' Cn CO p -�A I� a " . ./ ..�° °' a r a �' O CO C�10 r �, ,A p ,I'/' n A - G / A LS Al 6 / k. '4 �1 / , .4 .4 •- q;' O p 1 4JI�� Tri • �. LJLJI _ ................... _. .. ............... ...........».................... .. ___ - � __ "�.'° "."'•_ � � Q ,. • � � O III iJ l Oa Z W Ill LCI 0- {Gill/ tr}I ® SW PACIFIC ;1-110 - 99W W U SHEET HIGH DENSITY „LITE OR m I 6" MIN- COCONUT MATTING FREEBOARD CONSTRUCTION NOTES 05 OVERFLOW TO 3:1 (El;V) MAXIMUM SLOPE UTILITIES PLAN . CONVEYANCE. MAINTAIN MAXIMUM LINEAR SEPARATION FROM ALL D G EXISTING SANITARY SERVICE DI LINE FROM EXISTING BUILDING AND RECONNECT TO O OF 7 STORM INFLOW POINTS �;`s NEW BUILDING W/ PIPE 4 FITTINGS PER UPC AS f NEEDED. SEE ARCI-IITECTURALS FOR BUILDING UTILITY d+ { CONNECTION POINT. k —''t 41 N. DISCONNECT EXISTING GREASE INTERCEPTOR FROM d + , -. U2 EXISTING BUILDING AND RECONNECT TO NEW ` ` i€ 111-1[-1 1=i _ ' / .1 i r i l I I IH J-1 I I_ , I MIN. ,. +E'1 ! �� �r 1� , I 31 r, s, l 1 M{Iv TOP OF CI < r r _ �T � BUILDING. SEE ARGNitECTURALB FOR BUILDING _°� ` z 4� - - ;p ss11-7-1-1 - =1 a I-._.I=11 -1 I I--,,, /-/Y TOP UtIL1T1' CONNECTION POINT. = ' ' 1 r4/ I ` -: I IELE1 11 f=� l l l- - ,„..\ I FREEBOARD ff 0- �11: �-� _ �. . T E MIN. Dl°,GONi�IEGt EXISTING WATER SERVICE LINE FROM 11.—1 11=11=111_=1111117-7 ��.-', .�_ r -111-11 - 11=1 1 -I�I I I H 11—III— `: , iii EL = 225.10 U3 I - 0 D �R =1111 111=1 I17-111:1----_-111-11 I eM 11-1.-1 I- I I.-' I I=1 I�"I U I I HUT111=�-I 1-'111 ,I I 1 1 l 18" MIN GROWING MEDIUM NEW SIDEWALK \\: '}` — EXISTING BUILDING AND RECONNECT TO NEW !BUILDING. SEE ARGHITECTURALS. ' .. - --i i-, PER PLAN 11- a 4�� 1 TOP OF \ QC z I 11 1 I I 1 i J = 3 - 1= 1=�1-- r I' y �,,,,�'��,r� � - � - - - ,�,� \� e DISCONNECT FRANCHISE UTILITY SERVICE LINES FROM o Vt___=--___,F111=,15-117-7=11_=7-1_:= €l I I - -i I 1=1-11 I-11 I 3 I1-) 1 �=l I-I I11=11=1 1- 16F WATER \ I' MIN. C� 04 EXISTING BUILDING AND RECONNECT TO NEW w cl w` 11-11 I-1 I I�I I I-1 I I=1 1�1 111=1 1=1 I I=11 rl I—I 11�! . , Vit,/=3� DEEP (3/4" 1/4`) w / '< �+ =1_11=11117±__,,, _ _��1* - \:�t BUILDINGS. SEE ARGHITECIURALS. COORDINATE W1TN z z Y �O \ \, � l �E v CLEAN CRUSHED DRAIN ROCK $TM OF RAIN 'xi'/ EXISTING w U tY �� \ i --�- iL // \�\ FRANCHISE UTILITY COMPANIES AS NEEDED. \�, ' ->k.., a" _y�i, �i= ,T. r , ,� si; '). 9` DEEP {1-1/2' - 3/4") GARDEN 1> ASPHALT r� e* Q /.. a ,_.*, +"" fi r \r° CLEAN CRUSH£0 DRAIN ROCK EL = 224.10' `� U5 INSTALL 6" PIPING FOR ROOF DRAIN STORMWATER 1 0 o U , VARIES r:�/�� , � ! �� \ DRIYI=WAYQ\-- ____ 4 t., G , , CONVEYANCE PER PLAN PIPE MATERIAL PER UPC rd �QI INSTALL 6" PVC 3034 PIPING PER PLAN t co \,,,,;\7. "7.27,14,‘,„/., _ CONVEYANCE - �\ • v> DETAIL 2/cb p�P� t3AT1VE ^ /',. \ k` f;r� /)Yr r°* i,� .l° •'+ FOR ADDITIONAL DETAILS SEE U� INSTALL AREA DRAIN PER DETAIL DWG • L5 / G5 �� q- cy SUBGRADE , L\K: NON STRUCTURAL PLANTER / RAIN 4., 61:- Ce-.1r NON-WOVEN GEOTEXTILE GARDEN, DRAWING NO. 191 SHEET C5 SCALE : V = 10' US CONSTRUCT 2' WIDE CUTOFF DITCH. ENSURE POSITIVE (4, -Nib. o2 FiLlER FABRIC DRAINAGE TO AREA DRAIN. a - o, & US CONSTRUCT RAIN GARDEN OVERFLOW PER DETAIL � 1- 1�;, ,, o 0' 5' 10' 20' DRAWING NO. 191 / CS. PRIOR TO CONSTRUCTION t �%).> �� a RAIN GARDEN SECTION CONNECTION TO EXISTING STORM SYSTEM, � ' <4 CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION III �` ow. w N T°5. 4 ELEVATION OF EXISTING STORM PIPE cc 1110 CONSTRUCT RAIN GARDEN PER SECTION I/C5 4 - DETAIL DRAW1NG NO. 191 Ull INSTALL S" DEEP 4"-6" QUARRY ROCK RIP RAP 01 Lu z 3 GRADE 2' WIDE EMERGENCY OVERFLOW ROUTE 0.2' d ii13 cK < 1112 LOWER THAN TOP OF BERM Z I•N Q) Q • N � 071 T O D L / O z NOTES: , a t w r o ; 1. PUBLIC WATER QUALITY AND/OR QUANTITY SYSTEM / f I ! / / < D LU w 2, PROVIDE OVERFLOW CONVEYANCE SYSTEM, OVERFLOW CONVEYANCE HEIGHT TO ALLOW 6" MAXIMUM 1 l ( / / / (/7 L� PONDING, PIPING TO .A MINIMUM OF THE PLUMBING CODE' OR CONVEY THE 25 YEAR STORE . 3. IF USING NE NATIVE SOIL INFILTRATION FOR SIZING, THE RATE SHALL BE DETERMINED BY ASTM ,t STANDARD TES11NG METHODS. / a /• r 4. FLOW D1SSIPATORS SHOULD BE USED IF ENTRY SLOPE TO THE BASIN IS GREATER THAN 3:1, FLOW \ t IUI / f DISSIPATORS SHALL BE CONSTRUCTED OUT OF ROCK OR GRAVEL PER DESIGN FLOW VELOCITY AT ,r / EXISTING CB TO I 0) ENTRY: OF THE FACILITY. J r:3 / # f' BE REMOVED, N 5. TREATMENT AREA SHALL HAVE HIGH DENSITY JUTE OR. COCONUT .MATTING OVER 18" MINIMUM OF /` r /. / / -' 311 SHEET C2 N GROWING MEDIUM OR BASE STABILIZATION METHOD AS APPROVED BY THE DISTRICT; i / a / CD 6, VEGETATION TO BE USED IN WET AREAS CF THE BASIN IS PER APPENDIX "A" OF R cO 07-20 FOR �- �* \ / - j / / > l - — — O THE WET MOISTURE CONDITIONS. -- -\ 7. VEGETATION TO BE USED IN OTHER AREAS OF BASIN CI NFORMS TO 1 LAl�IT LIST OF THIS HANDBOOK \\ € / / m\ >-' IIID 0 AS' APPROVED BY DISTRICT- i d i;. / f '` 1,0 (1 a Ll9 ectys I „. 'A Z. CC / , .. — as/ Lill QS : I' WIDE) i, 1—' < 8 NON- STRUCTURAL JI z / r , 1 yA 2 .~ I —1 F P LA�\ TE / A I �\ GARDEN HANDBOOK 1ear�Wate� Services K', / / d l , a q A .d• T \ i 0- -� ' ] A f \\� !� d la 4 G LIII \, a --J DRA��'s''ING \O. 7 REVISED 05-16 A -'\77/� / A 1 a . a A 1 \ I / --." --& 6 il —I F ' I 2' WIDE' I \\ / CO/ w IID i 0 0 \ ///t/40701 /f �"-' �\ V 'N 1 BTM OF POND \ / / �4 \ 19 / , � / r EL = 224.10' 0 1 a I_ L / CY- { , \� O.5% SLLOPE / 1 U1O \ r Q 15" �� ii I, // >, --'' w'. /� \\ \ U6 _�� 1� 2, xl2` \ 2 410' < 1— 0- / y US 11= 6" = f Ll4 bOLFe . � / '° �\ ��225.16' t L!8 ] o.5ge SLOPE � —— CO 11 �I \ \ D SD SD SD SD 5D SD D O I3IK�: 1'HOOF �� - � _ I / / IE 6" = cn \ 4 \ 1 BAR GRATE I / \ A , GAS U6 224.15' �. 055 , 1 in 1 V / U6 / SLOPE I GRATING / \ / O� / RIM�� 226.11' \ t N d / .../ / I IE 6 = 225.08 n \ tCI 8 1 ,L.. - — — — — — _. / `` _ _ r - -----sSLOPE i 1 �� I�IM6"=2225 2' U� CNS "EXPLORER LITE �' o _, t �`� u-i I MEDIUM 40" OR NATES: , �0 12" SQUARE OUTLET „ =j ..... / � / /� TACO SELL RESTAURANT �} \ ! -. BOX FABRICATED FROM 10 GA. MATERIAL . / o o 1 1 d in PLAN VIEW L1ix1ix ' / /7''' 1 u5f t �, o e v FRAME E �� - - - -- — �. 1 / L......#13) r"'.4"0 OR 6"0 \ _ _., �/ / I I U4 ) -lui a co r" 15" 17 OUTLET • /,< 6 q \ ter/ IE6" ® / MO r' �� \ \--LEEI 118 f ! 22523 ` .0cv\//\ 4 a•. / ' — fi 1 1 U SUU 5D '.. ' SU SU / 1 /�` X 0 i" --- � f/ V A Q ° / m 4 y r 55 LF' 5� ��.��4 . .�f� '4 �` OI ,I \ q �� U4 m - - OS SLOPE / JI \\ `y r s b IE 6" - s \ !L1 \ / A -_ .•m d 224.95' ` y r \\ 1u.. \ z ikg _ r \ /\\ \,, A:zA. ._ _z_ \\_7,\\_\7: / a \ PW.., \ / \ win ---- \-\--- \\ \\--:"7,7 Z.:',"," 7-r\c„\,), 4, i ..‘„,„„ it ,,, . . 0, ,,, , ,, ,_ \_2_,_„,„\_,7,_\_ ,\,.,- _.,73. _.„..,\_.\ \ , .."1 ,\,_,..,7:,,,,,77-v\77, \ \ 7- \... 7\ - --- \--\z3\\\-- -v:-' 7 .-z \e,i- -,<---- Av.. - - 1 li. , 77\ 7. gin. _ _ __,c, ,_ ,_„,._ _. ..,.. _,\_\ \_,i.,P P ---...p P P _ a 1 OH SOH ----PH P --H 1/ T� ` T T -- — — � � � : 0 aj Ui s I - OF sH SEDIMENT TRAB/// _� y r �- OJig .- GH / OH r ;���+ `T -------- -� OH -- NY 44 Ca _ r I '" -- 12" r _ 4.0* IlliM ._.. W W w _ w - W — �'_ W _ W W W ' i 1W 1AL �- _ W W --3w_ - -- - 1 - -W- W \/ 12 SQUARE W/ HINGED LID _ dli 4 • 1.0 A ./ SIDE VIEW ISOMETRIC SECTION ! 4GAS a GAS • GPf 4 AS A. GAS • d' GAS a .GAS. -GAS /' GAS GAS V a L3 `' r' .q f. 0 A. f a -- a 4 / q GAS GAS GAS GAS 1 , G S GAS A GAS 4 GAS GAS G �, 1- CO C" IcT3 T -.,_�.__�_ 1- 1-7-•._- T T i _ T a civ �9 STATE APPROVED - ASPHALT DIPPED T T T T T T T T T T T T T --- - T J 0 —1 x ° -r 12" SQUARE — 4"0 OR 6"0 OUTLET W O Ili,.n LANDSCAI'IItI1I- 3ASIN DW .,..:.... SW PACIFIC I-I I G1-IWAI� - HWY 99W m O PROJ. MAN. DOUG P, DWN. PAUL G. SCALE NONEW w Gibson Wei Basins L5 1 SNCE 1972 DATE: .,iIAM 2:5; on MODEL: GMCBIC-722448-4,348 24/ WashTgficn St. Ei,geri0, Or. 9/401 :7-'1:03- 0 ":8/ - 86/2 lux:,!44-0207 U SHEET NOTES: co 1 6.. H I. CONCRETE STRENGTH SHALL BE N _ ms's, �/ 6 7 MINIMUM 3300 PSI. 6" Fli:IH AIA —.-- SEE 0 • ) V V V C 6" PAVEMENT 2. ALL RADII SHALL ISE 3/4" EXCEPT NO LIP o ') 0©© (. _.CONSTRUCT SURFACE AS NOTED. 2 ) 000 ( z OF7 KlWH 'i�!/.��//j // 3. CONTRACTION JOINTS SHALL BEADJACENT TO 16„ PLACED AT 15' INTERVALS AND SHALL 4RUSHED ROCK O_g' RAMP WIDTH SIDEWALK EXTEND AT LEAST 50% THROUGH THE ECURB OR CURB AND GUTTER. TRUNCA I E) DOME CURBDETAIL 4. A CONTRACTION JOINT SHALL BE TYPICAL SECTION THROUGH RAMP C DOME TD TAILAT<ERN IL _1 _i PLACED ALONG AND OVER WEEP HOLE TRUNCATED DOME TEXTURE DETAIL I . . Q Q LY IK THROUGH THE CURB AND THROUGH THE - -- SIDEWALK. TRUNCATED DOME z Z •• .. o MIN 2" OF 3/4"-O" TEXTURE x LANDING o w CRUSHED ROCKSEE NOTE 5 z w 7 UNDER CURB dir/l/pua3 `'� w z Y O TRUNCATED IX U 3% ci, DOME u,. '','\'' _.e'., - , p LU = CL `1 p ' TEXTURE �:;,�� 1 a Q U Q m 3 TYPICAL CURB DETAIL . .4rs. 83�.. . SEE NOTE 5 RAMP �� MIN 5' X 5' CCS N.T.S. 6 M'�Fs ` 2 LANDING �0" - 0 MI 5,.-"P'*/ imilmileilimilliallillNipft..... ' '',4.40, (k1 c". cf- illitO � � - /� .. —i WHEELCHAIR RAMP -C- 3' MIN .) cL 3" THICK CLASS "C" WHEELCHAIR RAMP -B- `S� ' No, w 6" THICK CONCRETE ASPHALTIC CONC. C s' 12 '. LANDING W . 6 THICK 1 l'4"'/ GRL15H1=D sr `�t4ak974.1141774 � �RUGK 1GACxCx.1B,43E GOIi� � air' Q +" l+�><r NO LIP VARIABLE Wiligli -. Fi4 ; Oaf RocIG AGC-1- BASE CouR° ' �s � �' � �l ;Aik` < kadidi SEE PLAN H2% MAX TRUNCATEDii < f ;\•„.-\ . `. . j �. ���/ DOME I 2 ,� NATIVE / NATIVE / f� I tXTURE RAMP MIN 5' X 5' r' COMPACTED SUBGRADE GOMI'AGTED � � MN SEE NOTE 5 11111 ./IF' LANDING NJ_ Q < U_ EZkli COuj AVEMENT DETAIL ` 4" CONCRETE , " , RADIUS AT FACE o O J 4 PAVEMENT DETAIL p 2" OF 3/4"-O" CRUSHED ROCK z COMPACTED BASE 5 C6 N.T.S. C6 N.T.S. ��ercl_�0 J Q o DOWEL ¢ W U_I J TYPICAL SECTION THROUGH RAMPS A AND B WHEELCHAIR RAMP -A- 0 (� NOTES: 1. THE "AMERICANS WITI-I DISABILITIES ACT" (ADA) REQUIRES THAT ACCESS RAMPS TO SIDEWALKS CONFORM TO ALL FEDERAL GUIDELINES. EXCEPTIONS TO THE REQUIREMENTS IN THIS DRAWING MUST SE APPROVED BY THE CO ENGINEER AND MUST COMPLY WITH ADA. N N 2. NO ABOVE GROUND UTILITIES ARE PERMITTED WITHIN RAMP AREA. 10 � 3_ LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP. LANDING SLOPES SHALL NOT EXCEED 50:1 IN ANY CC DIRECTION. THE SLOPE OF THE SURFACING AT THE BOTTOM OF THE RAMP SHALL NOT EXCEED 20:1 FOR A O 12" - DISTANCE OF 2'. 4_ MINIMUM LANDING DIMENSIONS SHALL BE 5' x 51. I 0 z ��� ' - 7 5. RAMP SURFACE SHALL BE TEXTURED WITH RAISED DIAMOND TEXTURE. TEXTURING SHALL BE DONE WITH AN 8" PAVEMENT EXPANDED METAL GRATE STAMPED INTO THE CONCRETE PLACE TRUNCATED DOME DETECTABLE WARNING H 6 9 ❑ TEXTURE IN THE LOWER 2' OF THROAT OF RAMP ONLY. ARRANGE DOMES USING IN-LINE-PATTERN ONLY AS SHOWN N 2gd SURFACE PETAL. < F Q / -i%1 W z U 6. CONCRETE STRENGTH SHALL BE 3300 PSI. 8s9= SPECIAL EXTRUDED 1. BUILDING CODE REQUIRES HANDRAILS FOR RAMPS W/ GREATER THAN 6" OF VERTICAL GRANGE. w <1:O pZc 811 CONCRETE 4000 § , �zUQ ill it PSI U / 3/4" RADh-81--1.--1Oi) 0 A 4 �� . CONCRESIVE •1064 4 A • EPDXY RESIN 1 WI-IEELCI-LAIR RAMP DETAILS U Q . ! IT,Si"" W, PAVEMEN 7— ' • ADHESIVE OR EQUAL, N.T.S. CL �r,� , da ' SURFACE 6. a .° • •. • . APPLY TO "GLEAN" G6 4 a a SURFACE ONLY. H MIN 2" OF 3/4"-O" ///////%% ,"/- i-/ '////// LQ CRUSHED ROCK 2 UNDER CURB rr� `: C-7) CURB DETAIL BUILDING EXTRUDED CURB DETAIL ro N.T.5. Ce N.T.5. U TOPSOIL SURFACING z OR AS MATCH EXISTING MATERIAL E DIRECTED & BASE MATERIAL Ig BROOM PATTERN t ' r 4 •== L CONTRACTION JOINTS 1u c a . Y e 0 c CFI ") M AT APPROXIMATE 15' COUPLING FOR WEEPHOLE W . m . DF'a.° u o fi �' Q ' INTERVALS PIPE --\— a co z `� os Q al c co ! rn p u) s cn •• cn C 3 - E I t - .I 0 Ola.l - Vl 0 K^.) :i oz v Ik z I1 I � X J i in 0a, 0 '� - a W� 1 — L� i U 0 mU x o x 0.. 0_ Ij � >,.. m � � i + I 12"MIN ABOVE OUTSIDE (� 0 II 0. i OF PIPE BELL 0 g <L \ 1 — L1 z i u- u) 6" CURB O Pei— 24" MIN 1- (WHERE APPLICABLE) N N w '" erw. o /COLD JOINT Z TOOLED 'DUMMY" JOINTS AT 3" PVC 0- Q APPROXIMATE 5' IN I EkvALS WEEPI-TOLE PIPE LOCATE AS " DIRECTED 1 6" MIN OUTSIDE DIAMETER _ 6"MIN , O J TYPICAL PLAN VIEW o Ya : J Z N N.T.S. o RILL' NOTES: �} v� cnw 6"MIN. BEDDING BELOW r; 1t1 OUTSIDE OF PIPE BELL m I. SIDEWALKS 8 FEET AND WIDER SHALL HAVE A Q_ a :' NOTE; LONGITUDINAL CONTRACTION JOINT AT THE MIDPOINT. IL. M oviK, ,�::a :. n SURFACING OF PAVED AREAS H g _ i SHALL COMPLY WITH STREET CUT 2. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE 'i=11 = I ---T711=-11. F11=11 1 1--11 Fi STANDARD DRAWING. J to NOMINAL 4" MIN. 1 1= 1 e (V 'cj- TRENCH FOUNDATION I--' 3. INSTALL 3" PVC WEEPHOLE PIPES IN SIDEWALKS IN STABILIZATION, AS REQUIRED CO O r LOCATIONS AS SHOWN ON THE PLAN. PLACE CONTRACTION JOINT OVER THE TOP OF THE PIPE. 0 J N (Y `0 4. SAWCUT ALL EDGES WHEN REPLACING OR REPAIRING 0 -Ix O EXISTING SIDEWALKS. Cr m m - 2 z 2 APWA TRENCH BACKFILL, BEDDING AND PIPE ZONE m O i z G6 N T. S. wLu m S SIDEWALK DETAIL C6 N.T.S. 0 SHEET )- co I . G 5 Q OF 7 Z SW PARK ST CONSTRUCT Old NOTES � . .a. >� I o a EY EROSION PROTECTION AND `, °" op* CONCf tE TRUCK UJASHOUT: z I C� e a"�t� CONTRACTOR SHALL CONSTRUCT © o w SEDIMENT CONTROL \'‘...*-----•,__-----. .----7 a 2' WIDE X 2' LONG X 2' DEEP Z z Y O El INSTALL INLET PROTECTION PER DETAILt CONCRETE TRUCK WASHOUT, ¢ ix c ¢ w `.: �i WITH 1:1 SIDE SLOPES. SEE PLAN w Z E2 INSTALL SILT FENCE PER DETAIL _` J�� '3 COMPLETE.oR LOCATI MAKE SURE THE ON. COVER I C-) < CONCRETE DOES NOT OVERFLOW. ` o et m° P \ L`" � $ N a -i- 3 .-'N \... _ 1r ,e' y� J• o � � 1. W {;, SCALE : I" = 20' •w `11411:- w ._ �_ 0' 10' 20' 40' ►� cv z e z • i !\ a N w ¢ CL to (4 '- N �r ' STANDARD EROSION AND SED IMENT > oz, CC 0 co J r4- [-f I CONTROL PLAN DRAWING NOTES w Iw_' r' o I ¢ v N �� I. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS U CI J / ( .J\4� \i N. `., p y�ii OF TI-IE EROSION AND SEDIMENT CONTROLS AND DISCHARGE (n L� �" j � i \ `, OUTFALLS MUST ISE PROVIDED BY SOME ONE [ ,.. KNOWL FPGEABLE AND EXPERIENCED IN THE PRINCIPLES, \ \ N ._._...- _._ --_-. ._- .- PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION ® \ \ \ \ AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTED. _ %j _ ` ``N. CO 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE N �( (� `+► EXCAVATION AND CREATION OF BARE GROUND FROM • !,' N.N. ` ` ` :` OCTOBER 1 THROUGH MAY 31 EACH YEAR c n "/ �. ,.,• -_ , ~- 13. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION 7 CC !" q 414hibi., -- / OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY.F1- • t -- - �- - , I O i--- V J '� , j J 4- SEDIMENT CONTROLS MUST BE INSTAL! FP AND MAINTAINED ((��f 4 )c� ,` ,� ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE 1.1I I �� \ �. AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN INQ_1 �. 1 , . • \ ® �'� , f I PLACE UNTIL PERMANENT VEGETATION OR OTHER O \ \ PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. Q , 1_ i cc rigH -III " r , -f 1 �/ S. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS �/ r :III /• s0 i '� \ o I INSTALLED AND MAINTAINED AT ALL TIMES DURING / ! r .. - '; /. \ „r, € / J CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE .- I I I �... �� D ABLE, U-SHAPED FIL1rER BAG 15 /( I I/ a'- ,4 ..4 �® `� - / q REQUIRED FOR ALL - Z 1 j' / t ; 0 f / / INLET CATCH BASINS. W = e , cc i 11I I w'.'� /� -" -® 'r 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE ni/ r � _ "' / l SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED L!-. U T. f •-I -I �� �` �' " Gj0 .► / / - AGK ON THE SITE AND STABILIZED OR PROPERLY Q r_1 , ,. , _ __ - `-t" =01111 I I �' k • �,, �4t' III ! DISPOSED. THE CAUSE OF tl-IE SEDIMENT RELEASE MUST BE L MAY BE USED f W 1 011_111_ € ( / FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF Wf UTLITY l Pif' APED ,f ' , ‘ i a' ;.. _ - © j� THE DISCHARGE WITHIN THE SAME 24 11OUR5. ANY IN-STREAM I'E1�1 ':Ir'ia eF LOP f I \ - ;j) I= I I �0 � � ///, CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING H J i / ;: ~EE 7. S 1V e I 1 I1 111 111 �I �4 ,,, ,i�� ? , TTO TI-IE IME FRAME OREGON DEPARTMENT OF STATE LANDS REQUIRED O -- _ -Ismaili 111- IIT I 1 v. • Q �� `G �,' Zjit :6-,i--/ frr ! : &s �. SEDIMENT MUST NOT BE INTENTIONALLY WAST-IED INTOJtF!! ' \ , V ' ( ( , STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. O�5W ...E :'g ;sa -�p!'' I �I •;;! j i�* II� �{1rdl� !---1 I-�--�I II a '1 [1 dtif iE A!' ' I I P f ? i . �f 'ism, I . !rpm! ii- i m I ! 111-441 z1 \ • ` V - t 1 l�-._...� p� l [ � \ / -� , �' w / 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHE=N IT r I�l 1�W �� I ti I,��I . IHAS REACHED A HEIGHT OF I/3RD THE BARRIER I�EIGFIT, AND PRIOR t0 THE CONTROLCD \ TIAPIE '......- N I I i 1 �Jii'S, I ( -/ _ �Qjr ® �' a w o �, / y MEASURES REMOVAL X7 11 - Al__!,? ,. I 1 S-r ,i i( V `-' / 9. GLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION U H O ..�" ��wEh �... ��� �` C PACITY HAS BEEN REDUCED BY 50 AND AT COMPLETION OF PROJE T I!1 r w 'Y.t!>� .. _ :.. I �M6 p' f7 .45e�� - ' _ - - / fr O A q C 4 a:mss =-- .,�.,,,-_ .. ?,,3.. CJs- �---. '. ' ! ,, '---q v �._� ��• < u a + �- - =ter , x' �.I--- !i I I I� / _ �� 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, O iF Ie �Ee 1 J.\ =V-- - - �:o C' I I-.�{� `S �. APPLICATION, AND DISPOSAL „sic_ Arm �;� NTS _ d., \ \ L __Y ; � .i ; r_EM I _1 1 I 23p- • \ / ��. 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED 60" e:. APIA DRAIN ® : a s! �`1 I I! •j SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES yi i.' _- i DISCOVERED OR GENERATED DURING CONSTRUCTION. / ' C .r.'1 CATCH BASIN " � / ; '� ' 11� \ o�l�; 12. THE APPLICATION RATE OF FERT1LIzEt 5 USED t0 REESTABLISH VEGETATION MUST FOLLOW-I, C 2 ° ' ---,1 ' MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE - Q / WATERS MUST BE MINIMI71-1?. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD on un 0 f J / �/' - �` ► BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WA I E>e WAY RIPARIAN ZONE. ti cn.2 ;,� .�- 1111:1411.161'1:1611-1411- \ `\ / / I -Zs./ ... 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND c 1�%!lf+ I ` -'~ -... / 0 MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN AGGORDANGE WITH 0 c ai .•1 6� y_� - I I / CURRENT GLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. co a .-� 1 �0 "'Wo''e" �4 (� 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, T IE BOUNDARIES OF THE CLEARING LIMITS, .w u ca .1- :mow-;V �.,•.z._ I / r-- 1 / rn �, ! FL4,yb / .v . V l \r VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY _ ,n Ln • PITCH soTrn:n " � °. S I ° fl DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE I5 PERMITTED H •�•L. °' `� t NMI \ f c4' I ( ( BEYOND THE CLEARING LIMITS. THE OWNERIPERMITtEE MUST MAINTAIN THE DELINEATION FOR p m U x 1 r ,* y.. \. ° THE DURATION OF THE PROJECT. m ° la 1 1- I '_ • ; htilit` ilt ►,tl' �° ' r,.) ( ,- �I CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR Lel o + � N' ..b s_: _..rt- � 1 ( i