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S 1206-00022 RECEIVED nrT 13 2016 CM'OFTIGARD HALL POINTE TovIINHolviEs ■ BUILDING DIVISION 8735 Sw SPRUCE ST . TIGARD , OR 97233 ,,.., _ _______________ ,_.________ DESIGN TEtilvl ,___ _____ ________ .....1„„o.,.. ......4,..,„,„,, "hi' AI X 11 � _- , - . OWNER ---�. 4111 I I .,� LI_ 111111H,gm. OFFICE COPY FI E & V Development, LLC �~ ��_"' �� ■��■���� k.thiamio f '��` '„gam 10875 S.W. 89th AVE. _ i i �"-- 1 1�! �� ,,tills h; �. ` , crrY OP'1TGARD Tigard OR I 1111 ,. - y- ,.� REVI D _. ,.,� EVt FOR CODE COMPLIANCE SITE woRK I 503-246-5862 -__�� — _ _ -----� 1 %I_1111 X11 mialillth " - r ,� *"' - "�' 1' Approved; ) _ - -- - � _' ---_ [-- _. 111 �� OTC: i I ARCHITECTURAL: -- �� I , ITTTT '--.- _ �1>1X i�j '' � : i��1k • _ a 1 +11f1E4{i�iir� k PCrm�t#:S' �«`�-Ani X71.]' ll ar- . EDA ARCHITECTURE - --- ,` '- `_, == =-_ .�.�_�_� I� I ' ��. PORTLAND, OR - _ --; ilii � Address: $pC) I S+..r S ry e- al -_--� _. `-- .-_—_._.-, 111 Suite #: 503-807-7768 �� --�, - ,.,..�.�.�.,... I T - #- i--' Date: 1 , ... SITE PLANNING: .1 _ __„ .. _. ..., S� �t 1Rd ]RgdRARRA I , ^_ ' �„""..�.w. I ----, � I I _ J MARTINEZ DESIGN GROUP INC. .....-... .,,� ;. ���;' _,'::.'.::_;�' , • «` __ �- � it hair ni'ir�" I � ' _ ��� ii�i� i I I I I I i ---_ ALBUQUERQUE, NM 8712010 r �r..r�w. ^`�— !1 t� 1 1 505 301-4355 "` L ".. . :., 3.='-.::.'J� -� s =_; ' ;� ii°1011imatt 1 , , I z- Win STRUCTURAL ENGINEER: Rannt, R N '=;x111 ■ -_. BKE INC. gifr. .�.,r e ir L L . ,;`1 .m _ MILWAUKUE, OR 97222I_I --- tn.i'.��n 503-507-0461 _ _ - - ..mg . CIVIL ENGINEER: I - ■ TIM TURNER, 010 TRT ENGINEERS 1 ` I a 1 III PORTLAND, OR --- 503-643-4796 _ I LANDSCAPE ARCHITECT: __ J ■ .. ■ 1 I ANNE M. MILLER, RLA, I i - r� ..,-=-_. frill. s1 CIO BEIGHLEY + ASSOCIATES INCA - 0 Portland, Or 97229 .7--- '- �.� �y 503-643-4796 - _ 1�, a . �T ��w- _ _ - ERRY J ARBORIST: J BEIGHLEY ASSOCIATES INC VIE SSO _ . _ - _ - RON DA 5, CIO ... PORTLAND, OR _.���" � + 1,DE�I:GOH 503-643-4769 _ - .j 9114/16 �G� OF p INDEX TO SHEETS CODE COMPLIANCE „. VICINITY MAP S 0.0 COVER SHEET .. .. . . .. . .. . .. _ ¢ ,, . 1ec— i_al 2014 Oregon Residential Specialty Code f El ` � -4 I liar� .. ' rif 0.1 ARCHITECTURAL SITE PLAN 4,,.., �+i _• .: ,4 ... . — — w +r: '.� sr., lbs x`11 .rn w. W. .y, S-0.2 LANDSCAPE + OPEN SPACE 2014 International Residential Code - , � � �h L. . `� � . arts ,if irk-41 '' G-5.0 SITE DETAILS '"` --- 2014 International EnergyConservation Code ��r r 9 � p I z-r- 1' 1 Y.. ♦.I p.. 4. �► CIVIL • 2014 Uniform Mechanical Code s �**r _ ARCHITECTURE D-1 SITE GRADING + UTILITY PLAN ��. '"` D 2 DETAILS :1 ,- a ...._� 2014 Uniform Plumbing Code 5 as NI . 4 T.. h , . ' IN COLLABORATION WITH D-3 EROSION CONTROL PLAN . a 2014 National Electrical Code - �` e H-1 COVER SHEET r: ...-1,.. 1.....„,„:„. _ .. . _ - - _ ..� - :: .. H-2 PLAN AND PROFILE SPRUCE - �' "' fl!irW1 - 1\�� H-3 PLAN AND PROFILE - HALL ki f H-4 DETAILS _. 1 H-5 DETAILS i:�_ : .i ' : ._ ,lf .,� _ V1ARTiNCZ DCSIGN GROUP INC. H-6 EROSION CONTROL PLAN 71:1 LANDSCAPE ii '� ----1-----„L„,1., -. ` 1 'r"'v'.^........ ......W—n..w,-,�.;�,�+ f '' ',� e+yv. ;,,A..i•.• e r Y 9i..' . ' .. 1111H SCHI 1 TREE PROTECTION AND REMOVAL PLAN ° - -. � i: Qial 1 '� �,_ Hall Pointe SCH12 TREE PROTECTION DETAILS AND SPECS T SCH13 TREE PROTECTION DETAILS AND SPECS �� ' `� ' I ownhomes SCH14 TREE CANOPY PLANhillik.-tx114)..,,,, _ + 8735 SW Spruce St. Tigard, OR 97233 SCH15 LANDSCAPE PLAN % '_� " � SCH 16 LANDSCAPE DETAILS AND SPECS 7> aiLii.',.. y Project Number M 1512 t �oUl� ' ° . Date 9/13/2016 11 :51 :03 PM - v. 1... , TMv, F III . Site Cover Sheet , I• 1014 -' yik 1 1 ''',1 "- I ..' !AV" - On %11; In •a 1, t ^- r am" 1:4F '4'yaltil,:=. ttik„, ituto it4. ,, : ;---,. , : 0 IKOThi ' - t .� �, ,' .,+gyp► :: T; :. h. ! - ,Iii, =4heti FS ... 0 ■cr, I1. 'E..1'37 !•R�'.'� C °`4�R' -Ai' 4 3% 4 -_ ,',-4,- �' G '.i t ''Co • It t 1'4'4' * 1' Li Scale 1 . tt ■: ..W.r.. ,o .. OFFICE. COPY PARKING WHEEL STOP$,TYPICAL 20'-0" EVERY PARKING SPACE Surface drainage shall be diverted to a storm sewer �,� �YAPOND,SEE CIVIL DRAWINGS S89°59'22'E 184.85' / / conveyance or other approved point of collection �� — — — — — a� — — — _ _ - — — d . • that does not create a hazard. Lots shall be graded ��11'```�+���. ` .` PGE TRANSFORMER ��`/ �T, = to drain surface water away from foundation walls. /�1��1 .r� ' o I, r� T� - ' _ The rade shall fall a minimum of 6 inches within the • �� I � p ��\71 L,� �1l �,� 4.a �' 1'r� I -'� ►' = . first 10 feet. . .Vii, �r 16' 3" NirN\-ENC4 A- LOSURE • I- ENCLOSIiREV -'. �. .d : ile'&•. i------- \SEE SHEET G5_1 — / i•. ` , r 6 $ o \ u7 I , , • w 8759 6' o'� 9 4 • / °. GENERAL NOTE: I FOR ENLARG G 'I� L o /: �' PLAN °° • °_ d' a - - • 8747 •- g _ _ _ . - °I•. ` ' _ _.�_ s ; : p,•, . q See Civil drawings for street improvements, drainage and a I,s -- Z I I _i° •., . m details. _• 4 a I I I II •. I �l`l. -. l�``'r 0 g O y d 1 • +�� fir/ �lr/ 1. • t 2 I I 1 0 — a u ,,. See landscape drawings for planting. ►� �lf tl, 7' LANDSCAPE SPACE 11 ° b y . �� tl�: — 8765 TYPICAL , I -_.. - ':I- II - I a i III - i ••-7' LANDSCAPE SPACE 8741 •• 2 •iad. .• •.. 1 I 3 I 1 ` " 'TYPICAL 1 • • n •, 'a a: . •CARPORTS \• �� p °. ad I ►� ►�� 1 b' ;. * ____ . --=— \ ]TYPE I • 1' PARKING ��� ��1� ° 6 41 �•`.''f� fI ��t •1. . I I ! d, • OVERHANG- ANT" 4 I 12 I i � I a _ _ 8771jJ0hI Q I • _ s L e 4 d I. =. itialp, 3 I e �: :I .-_.._ `, ��, Q 8 735 _ 5` 6 ; II el• I '`t io o �� i • 10' 0, j — I o I �I i� I �1� �f/v' . I L e a i 5 I I 13 1 1 a: '' : ! IIS I►� \\\ fOA OA OA - - - .--i - Siiiii\;\ co r --6--- 1' PARKING QVERHANG . 1``• �...._ _. 7,`6 =- ` j4I. '� aC 9 • I ° L — ,� 9 �18775 • , I,. 6 I o SOLAR L 1T 6" /�. :. .� rfL1GHT„TA . ___ 8729 4 3'-6' :6'-0”°i .4 17' -6" I 24' 0" 16' -9" 9"° 6'-O''',.: -11111 --- - �_ / •�` = i 11 00 �e �►I X11 r - r 15 t►�4 1111.1.19::./� Y a „ 4 7 = — — — — 101101 ` ►� Ili ►� o -d. ri1 ° I 8783 It.5 0„y y1' EXISTING MANHOLE - ' e1,d 0 . aQ 1 °d e < . 4 �� 0 16 `� .i • s° L I ` EDGE OF BUFFER ZONE POND, SEE CIVIL DRAWINGS I _ • • a - w/ v El 4 8 725 : •_ d ti @ f.--.-.--. BUILDING A f d / a o _ I • ' - ;POND,SEE CIVIL DRAWINGS -_:• - �, I BUILDING B 1 1 1 { ar �. . iiii'lliir4 - Jp- :4< 9 �• ` _� `\ f,11'•'44:._-_-:-. ' WALKING PATH ° • 1 .7 _ i rip, 17 Ott AO �1e �, �� �1 1 101040,1100-•1*. �g I►�Ili _ llik \\ N13\ - .. I - , S89°56'01"W 75.20' 411111110004411r4L L,. ���I/� "� �t� • ` , _ -;� �''. '-. ' BBQ .,`/:+, ,ili �.b °" b- -, TYPICAL DOWNSPOUT ---•]] it' �••_,• - � -. 4 . �� 11I� X11 a ' �� RRY,. [1 ea ab6..aeb e.ea.eoan a ao oa;OOOe 000OOO8e;;;e II LOCATIONS TO SHEETFLOW _ I f I I�� I�� °° ..a°ov000°o a°°o o°n a a e _ / I °0000aooao>°o°000>° BUILDING ga a°°°°aaa°°°°n°o°a°a.°o°aa>°00000.°°0°In 00000a ooflaooa0000°oaooa o -- I , -- ._, 1 ' 71---7?-a ..° ONTO DRIVEWAY =_ _ _ / • e°°°ao°°°°°$o°°`o ooa RAMP -- I� .. _ `\ � _ .........m.....-.°0-...°,0„0,-........oo o°°ooao90 a a °oaao°°a°°°aan°n° ��' ' • 17 d' �• $•� OREGON �. 1111r • ORE 4 PICNIC TABLE I � I' • 1 iik- >a°°a°°°a°a°a°°ova°,aa°n°°ae°°°c°n•°°°°°°°va°°°°n°na°°°°n°°n°°°°°°°°n°°°°a°°°° a°°°av ° , It yr 11411 '°°°art�'°"""""°°'°°""°° PARKING WHEEL STOPS TYPICAL ��y/ 9 6 a s [ d• ° °o°oa°°°°°°o°° 00000a I EVERY PARKING SPACE ` I i ` GRASS a ,'d< •- 41110 • v - d . • f OFOS /r F.o8723 I I -' BENCH • II1 I o CARPORT-b.,' ►I 18 I.1 �'-; 'a . I : I • PICNIC TABLE . ► = ITYP] I I I; °-: :. ' • 1 r BBQ GRILL e d_a ,,, 1,, L� I Cro N oo I' w, L,� ' HI 19, II °! � POND 1 ' ill. 446. 9 17' 9" i:,:�p 8 715 • • •73, • 4 . ' - ' . , 4.. . e I < 110 BUILDING c ° 20 ‘i 1. 12 — _ — — — — — — J ° �1i �1i °.' _ '•d ° ARCHITECTURE �" :7' LANDSCAPE SPACE iglu�'� . 1` c° \ X17' 6"- - TYPICAL d _ IN COLLABORATION WITH 7 (---2 RECREATIONAL AREA 1 s_te 1 r1 1 OI_Olr CV 21 n 20 2" 5 6" ;_l0 0 ',����/• O 8709 - ' d �, ,�d: O cn Y 4 ad `1�1��� 1 /4" - l ' 0" Er, ` e • S 3 d, d GUEST 22 d 6'-0 - - - - - J • - _ iL STORAGE WALL I IL ..p. F. \ � A►rteV1Ai2TIi�IZ DLsIGN GROUP INC. HANDICAP RAMP, ` \- I_ P �i� WALL MOUNTED BIKE 1:12 SLOPE 23 ,. -: _ 1� I : �1 - - ° ° 9 dr BIKE RACK WALL MOUNTED BIKE RACK • cv 32'-0" ° „'I a - z �.� • ("GUEST 17' 6" . �Id - 8701 �� �: itihtL NEW PEDESTAL MAILBOX J �, FENCE_ Hall POI n le U� 0 ��,: ! LOCATION 11W�/, \ a r a.- , 1 C Jr$lo< Ce • 24 a= d , ° r. - 14 BUILDING C �� Townhomes I p "� 404 BIKE Z SOLAR LIGHT \ 1 GUEST ` r 8735 SW Spruce St. Tigard, OR 97233 biiii. . 4' N, 41111111N, 7 �ry o � Vl� �1i Project Number ,� • ,, OA a SIDEWALK Ml 512 U " °° ,1,6,11,0 ..24�l� IVO t 8 TRIM Z n�I -2 b " ��� .� P.D,SEE CIS DRAWINGS ' ;4 .. • Date 9/13/2016 11 :51 :09 PM a \ Ns9°55'32"E 1 13.Sr1' •n :- ►• II!illllUlilddliliillililild11114i19Ii► ��,Illilllii I iii ildlli iii 1. �`� NEW l 1�2 DOMESTIC waTEn • Illf _ ,d' � A Architectural Site BIKE STORAGE _. I ° O� METER AND NEW 2" DOUBLE 6 `0 `�` a ' a d v ,i , IN O CHECK VALVE ASSEMBLY ; \ \ BENCH •, ° 1 _. ... •` - Plan 3 . . . . �" . . . atANDSCAPE WATER METER j a;° • ab. . .. •-- -ENTRY.LAND$CAPE'd • :� ;'° .. - .. : ,I. a °" -d . .a a - - - - ..�.. 'e •°_• 1 /2 - 1 —°0 ° a e - : S i a a - . d _ e 4° R d - ° ..d d • - - - - - - a e -�° .. r "4'• ,d `'_ - - rrrrrrri \ - 'd•+ - ° ' °'' - : ' a • EXISTING 4"SEWER LATERAL �! SEE CIVIL SHEETS FOR' "y _, ° a a _ • ROAD IMPROVEMENTS Scale As indicated S .W. SPRUCE STREET • -- PARKING WHEEL STOPS,TYPICAL EVERY PARKING SPACE I ,� POND,SEE CIVIL DRAWINGS PGE TRANSFORMER ���� Irak .•. \.N iiii,„. _ i,„,„.„,,,,,,,,,,... _ ............. 1 EI► v. NY,. ,..v., �1 „me.. •. , . _..• . . ._ . ] . ' ' . ,,,,........ FL ' -.1 0'74 v 10 _ f•" v! pry ° (V - `I. �,' • --I• Y - /:., " :::—: -'4d‘4PPLi...,,., _ �_',illi °� • a -a • b •i _i_,._ -1 r •=._ _ ___ _ ___,rt--A ' , ..z, , ,• 1 . . .._ j o- . IIZ I I '�0 GI 111 a, 11� ,_ T LANDSCAPE SPRCE "I-e :I _, I ! ._ TYPICAL :. -�•-*. -- -----_-__,— �, d — y 111 pe -la I I _ab - !' _ _ d a '':� Ia TLANDSCAPESPACE Ia , 3 I 11 I • `r a . \ 2 as-a_I 1' PARKING I f = . TYPICAL • _ , " .n ` ' �_ t -,_�_. OVERHANG � .E -" •`ti. � \P"a-4 1 .-:-.. ..,-, 1, , ! ll �0 1' PARKING OVERHANG • I I 12 _ s ` .-a- $ ■ -- `°` ;a •Irt—iquip • [ 4 1.. # Crs3 ..°I'. Ii Ib; o, IA• - - — — • d:. .7 I I 3 `_I a�_"1 . + a'� '�� ,�r • I-- I- -�"_,-•- �, �e -110 IlkI••" ,I=mo-._.__.. . .... - _ __ � ' g �d. A/ i `I m h. b ��11- 14 _\\\ r $�� S.. 11 r eri OA" -:- '4' 1;'. 7 . - _ I . 1I• 4 I ^. - I ir 16 dBUILDING A • _ _ a _411101-49 - • d.- :-' -'i.' 0 • BUILDING B .� • A ,- - $ .; , . POND,5EE CIVIL DRAWINGS - -a '_L I 1 I =.' rLT 1 -144111111111111 1 41tA ,.,. 4,4\0 J, �I. �� _ f a WALKING PATH • _ -aNV ` ,Fid J B' B • °•a e a i - •. Alik iir • IL ow kw r AAim S89°5S'01"W 75.20' 10/ �� —z d ' LL� p�y.�MI\ pp7�►0 L, g " �.__ .,......,10 SWAW 7----- .- PP,--4-; I .0065). 111?et POND.SEE CIVIL DRAWINGS BENCH - - f' 4Sa �� 14 l AW 1`!!,-:1-il 1110111, N.: ❑ PICNIC TABLE1'11.11 i ��GRASs -_ _-d . _ ��. � �,aAEGON ,�,9114116 ori - `=y r'_ ''''. _.....,:ii .''''' '::8 \ OFACARPORT �I 1$ ei _ - k. 1 a , ,L1TYP] I • , • 1 • '�•a _ • I1LEGEND ., • rig if :7 11111111111111111111111111101.1111111 f�. 4= - - • - as _e _.A BENCHES - 4' METAL BENCHES ATTACHED TO CONCRETE FOOTING I 19 'A B WALKING PATH - PATH TO BE CRUSHER FINES OR BARK AS SELECTED BY OWNER ; b. / — d"_._, - „ I I. q -°C PICNIC TABLE - PROVIDE 6 GREY RESIN TABLE ANCHORED TO CONCRETE SLAB ,- -•a_. - - D BBQ GRILL - PEDESTAL GRILL ON 2-3/8" MIN POST SET IN CONCRETE �� _ 1°-0 a ' Ya a . d . fid -g 46 , • ,20 12 <1 -_-- O• VERALL SITE: 27,683 SQ FT •1 41i ia-0 - a . 4 lie >. LANDSCAPING AREA REQUIRED: 27683 x 15% = 4,152.45 SF _� \ : :7' LANDSCAPE SPACE b.- '�07 a LANDSCAPING AREA PROVIDED: 5,104 SQ FT L < . �� • ' ARCHITECTURE I -__." OPEN SPACE AREA: 2,816 SQ FT - _ TYPICALa : ;D• ECKS/PORCH: N `211 • ! IN COLLABORATION WTH .. ^ a •FIRST FLOOR-784 SQ FT i a -- - - \ I • dSECOND FLOOR-490 SQ FT : - 11 t' ;�TOTAL: 1274 SQ FT ' d- • 1 �GUESI 22 !I _ . . " 1 \���/ 3 _ . _• 23 , .•1•° ♦ - MARTINEZ DESIGN GROUP INC. '_.d . . GUEST 1 LANDSCAPE �- AREA . = BUILDING C _a A: • ..• .q:� , i .I'... _•�° • �- .. � FENCE_'_ •�_d a _a :/ Hall Pointe a m 14 SCALE: 1"=1 0' ^•I • - %- �_ • r111%. - pa� _ B : :=, . �, Townhomes 1 i r • .a • 1►i Q � P a - 8735 SW Spruce St. Tigard, OR 97233 • 1 0._ ,� 1 '�� � - ° ' • d SIDEWALK NI - • Project Number _ •• �'_ �� Q '� •� M 1512 ►� A P .'r Ems' A I + POND,SEE CIVIL DRAWINGS' p N$9 5532"E 1 13.91' f�Ir• �' .- `V 1jI11II �I �'111I,l S,ktir i • �' rili[Ii'll�l M III ��1 _ `U - - a �'� _xf, i� Date 9/14/2016 12:11 : 14 AM d. e _ ; A a Landscape ----•LANDSCAPE WATER METER ' i ° :• c ; � ' Space .d Atr• a. —ENTRY LANDSCAPE-; - .a' °'- • - - - ':.• - - . - d _ _ ..BENCH ,�. •a- _ •.•' a a, . d, , •a �d as P. . - .♦ •, _ + ° - _ ,, c"_ < ` •'. • -•d'.. _61 a. ;. 'I• ad•_ ~ �' S , - { 'd• d•. - ad +e a• [ - I 'A • .. as --." . e y' - :<d, _ -•d • • , RIGHTAWAY OPEN SPACE 4 s ... 0 . 2 ,.„. " _... i ..„ i S.W. SPRUCE STREET Scale As indicated 1'-0" / / \ /� 20'-0" o s SIGN AREA = 70 SQ INCHES MIN.9 CLEAR ACCESSIBLE PARKING SIGN (..gINTERNATIONAL SYMBOL / \ fp OF ACCESSIBILITY SLOPED RAMP, SEE DETAIL - - .ii PARKINGACCESS AISLE O N LY 3" HIGH LETTERING MINIMUM, TYP. CMU BLOCK WALL VAN "VAN ACCESSIBLE" SIGN ACCESSIBLE PARKING SPACE ACCESSIBLE WHERE APPLIES @ VAN SPACE SIGN AT EACH ACCESSIBLE PARKING STALL CURB - w TRASH CONTAINERS VIOLATORS ARE SUBJECT TO FINE AND U OR TOWING PER 66-735240 o NMSA 1978 \. / 0 80" MIN. IF ADJACENT TO ACCESSIBLE ROUTE, OTHERWISE 60" PAINTED DESIGNATION t� 6 G-5.0 PAINTED STRIPING — 1_ //////1 -.. 10'-0" 8'-0" je ‘ / SWINGING GATE, WITH LATCH - Parling AND CANE BOLT . • g . 1 /4" - 1 ' 0" Trash Encloser " O SOLAR LIGHT * 3/8" = 1 '-0" 2 3/8 DIAMETER POST 30 1/2" v � 18" � A 1 I i A CI ❑ e ® ❑ le ❑ —m-- 12" —1 \ - Is El s CI O o , ® X X ' SIDEWALK e ❑ ° e ° ° , -.-:,-Pd . 4%, - ,,, I® ❑ e ❑ — +''� 47 3/8" 14 1/2" X x MJERRY d.71.0-aC) x'a •- x • i ° • ` ° ° 1 .,. OREGON e ❑ I I® ❑ 62" 61 1/2.. _.; o CONCRETE POST FOOTING - '-a ' %9/14/16 °a 57 5/8" le ❑ �. • • OF OW - 4.3 PEDESTAL • , •-d- ° °- - •� O 'lam 0 . 45. ° ° .°b ® ❑ x .: X . OO ° m xi4 xx - „ . . . . - ,;--, Y t .. F- 8"CMU 4" 12„ X - X e s a 16 1/8" „ f II d° pd 14f i ,,,,.., x . -,,C #4 REBAR AT 24"O.C.• .,40 r r : ' : 10 X �. , 44( .I Accessible Parling-Signage x `X i-i � DUMPSTER --► x--°•, ,- = X ARCHITECTURE „ _ , „ ELEVATION ELEVATION BASEPLATE PLAN x d: \ 1 1 /2 — 1 _Q x IN COLLABORATION WITH X • •: x X • • x s'-6” MAILBOX ENCLOSURE 11-..:i- 01, // I 6"CONCRETE x X \ WITH WIRE MESH _ \ X - x "xl 8"THK MAILBOX PEDESTAL d x _ MARTINEZ DESIGN GROUP INC, SEALANT - ,''"� i i X—IIII I I=1 I - - ----- - - - - -- _, 4 SLOPE 1:10 MAX 8" CONCRETE MAILBOX PAD 1/2" MAILBOX BASEPLATE, SHIM PLUMB AND LEVEL WITH HORSESHOE SHIMS = = I „7. 7" I 1 Hall Pointe (4) ANCHOR BOLTS, SECURITY NUTS AND WASHERS - +'� 4 I — 0 3/8" RADIUS TOOLED EDGE _ 3 a Y I— Town homes • A EXPANSION JOINT #5 BARS AT 14" O.C. E.W. El 1 _ E- ] = 8735 SW Spruce St. Tigard, OR 97233 „ I a,�. -•:•: ` ;'�,� -•: .- � Project Number YP. 4 CONCRETE WALK _ M 1512 ASSEMBLY — _ I I r 2#4 REBAR— SLOPE '''..4...:4- �` ---_.__.._ I I 111— Date 9/13/2016 11 :50:56 PM 1:12 MAX ----•---•- .4 ; - , •d-�;` •:d -,: ,� - ' "i- : ' -1 1 1 1 1 1— - ' - - - -1 1 1-1 1 1 -3 1/2 Site Details „I =Ill 1 = �_1 — _-- UNDISTURBED OR — �� i I I // COMPACTED SUBGRADETrash =111_111_111_111_111_111_111_111_111_111_111_111_ � 0 Ram _ ,_ „ . 1 - 10 � ' X Scale As indicated .- � 1 /2 = 1 -0 1 „ _ 11_0„ • • - - - - - - - _ - - - - - - - - - - - - ,7 ��♦, .AQ '` ., a \ \� (--(----\., °• ' '°179.1 417• . , e �.r , • CONSTRUCTION NOTES PLANTER 1 B �'`�' O ASH • D P _ ♦ ' .♦ I 11, - o ENCLOSURED TR • SF`ORME3 °• +v V O1 INSTALL ROOF DRAIN DOWNSPOUT, TYPICAL .L v • ° C CONCRETE �2D rc-�i6 •A I° . O, ' ° ♦ CULVERT 2 INSTALL 4" PVC STORM DRAIN, TYPICAL ` -I _ - • -\ i79•3 RD p / ,i ; IE=178.00' OD .'175.3 -179-3' / A I 1 •/ 'I..' A•'.. O3 CONSTRUCT 24' BY 151' PERVIOUS PAVEMENT WITH UNDERDRAIN \I :♦ " SEE DETAIL 2, SHEET D-2 > I I ' 178.9 .• D ✓ X'♦�i�•�`!+ I 4 � / ° 178.9 78.8 / •,.,, �. i♦i�': O4 INSTALL FLOOR DRAIN IN TRASH ENCLOSURE PAD • `�. • ;' I � I I I I I I I Ir.- I ^°� la .A. • �'i%= RIM=179.1 I I x iii �,•' 1 • Al T . 1 III 1 I � I I / I D' I 1 � / D IE IN/OUT=176.9 - D I o, D. , I / ° ♦�VIill RD `I / / LA • . . O5 INSTALL 166 LF OF 6" 3034 PVC STORM DRAIN D I F h I ' I / I D \ y • 11- 1 1 1 -� FI ii. I 1 I 1 I 1 1 I. .I / A 6 INSTALL 126 LF OF 6" 3034 PVC STORM DRAIN • • 1 = 1 - RD RD 7 ¶s • : .D • � • O a•-' A I I. I I I I/ I I I _LI / Ilk, i • •. ° . I Dn I I I I I I I I I n h‘ �•♦ O7 CONNECT NEW 4" SANITARY SEWER. LATERAL TO EXISTING MANHOLE ` ' °I6 I I I I i /. I • RIM=179.7 ° i I i a�. • yD , ?It A zI.E.OUT=175.0 I `0 ^^ 1II II iI II IIII I 11 I I _ wl' 1 // \ / ' ' ° IorI _ �' I I I I I I a N I A 4 ♦O8 CONNECT NEW 4" SANITARY SEWER LATERAL TO EXISTING LATERAL RD • D/ / c� _i RD A ^ I I I I 1 1 1 I I I I I SNI . // .A N c N A• kt4 O9 INSTALL OIL-TRAPPING CATCH BASIN PER STD DWG 380 I i I I I I I I I " ' ° 0 • • RIM=178.9 BUILDING A I II I I I / n ° RD / RD • - 74.1 °' - T- I T,8 I I I A , _ • / ;. •� IE IN OUT-1 = = I D• .1 ,• / FFE 1 0.0 _ ° �� D `\ _ I 1 I /I IJI I I I I I �!)/I - ', -4 // / ID' I o D • POWER' D ♦ 1. i 10 INSTALL 30 LF OF 6" 3034 PVC STORM DRAIN ° • ^`O ° w 111/A I I I I i I I I I I/ I �I / I G �, . •, BOLE r"' ` .''-. • / / I I I I I I / ! �1 A CHS• . A O11 INSTALL STORM INLET (SEE PUBLIC STREET IMPROVEMENTS PLANS) ' 71- .• = I /1 1 I I I I i I I i ° e.i 01 B U I LD�KI G B I ° • • - RIM=178.0 Rp I 1 1 I 11 I • N FFE180.0 I .�* _ IE IN 6"=174.02 * RD 17 . 1 1 1 i 1 I 1 1 1 1 _ .� /OUT8" 742 A, I ° 1 1 1 1 \ 1 1 ( 1 1 1 1 i e • ' ° // 1 ' ..• �i- �.•�i'� Op I - DRAIN AT SLOPE=0.40 I D..' I� I I I I I I I I I I I RD / RD e • ,'• ° ,- C 12 INSTALL 113 LF OF 10" C-900 PVC STORM I '/ / • • 4 • I I I I I I I 13 CONNECT NEW 10" TO EXISTING STORM INLET A A t A Ali,4 CL .a I A Il I I I I I i / °' °n j ♦l':. � RIM=175.10 II D 1 1 1 1 I I I I I I 1 I I I 1 I *, ( // 'DIE IN 10 -173.57IE OUT 10"=173.57 I I RD °, E>ISTINC-MDIfLE1I1111 11 // 41 : I �� . I I RD ° � . _IT •. ► I I I . fVi• •14 ABANDON EXISTING WATER SERVICE LATERAL AND THREE METERS IE 4" TO W-• _ '. •'I I I I I 1 I °• '> A I ►.° IE 4" TO E, , . I I I ( ! ' I1i \ i Oi . 15 TAP WATER MAIN WITH 2" WATER SERVICE AND INSTALL 1-1/2' METER • I I e IN.I I 1 I I t RD RD `q_ t •;�►' / a>' IE 6 10 SOI' H=11/ Y I I » Tf,♦7O . ..� I `� - SAI SEW - 16 USE EXISTING WATER SERVICE AND METER FOR IRRIGATION SUPPLY > `I- --- •,e 4 SAN _i�� 1 I I -} • • D , • . ° ; . i INSTALL DOUBLE CHECK VAULT ASSEMBLY I I lae i 1 I 1 IIf-I 1111 1 1 ( ( , , ♦ � I A • A • 17 CONSTRUCT STORMWATER FLOW THROUGH PLANTER, TYPICAL 4 PLACES I I -- RD 179.3 / 1178.9T = .� \CC\(A� \ I ° �- • ,D �° / Y I A' , � I APV \` .I p.• ' ° ;it):. SEE DETAIL r - --6'- -- --1 ��,� - a 1 ►�► �i P L N TER 1 A r - s STORM m - ;��1►`�. e. e 18 INSTALL 156 LF OF 4" PERFORATED C-900 PVC UNDER DRAIN D A . ;�. _ :� ‘146 �� \ \ '• --- ° L. ►• •, 19 CONNECT 4" PERFORATED TO 6" STORM DRAIN AT IE=174.09 - �- -../ ..--.11•=h- - - / 'I I I I I I 1 ) I I I I '441r144 e D•°' ♦ I O I I I I I I ' i - P�� F 2 • •� I I I I I I 2 J • •♦. I I I I I I - ST 3RIvT ♦ • � I I I ILI-I I I I I I D • ri i•�I u, 1I 179.8 / . A A \ ♦ I 1 1 1 1 1 1 11-1-1-1-1 I I I I I I • r-•■ TA • I I 1 1 Iv)) I 1 I I I 1 : I -R D R D L <'S, I I I _ 11 1 1 1 ! C • 1 • . 1,: I I i 1m I I I I I I '-�� 1- s . .-D • :.r i . I I I I I I I I I I _ A' I A •' ► 44 "01 I I I I I I n I 4 1 i I I I ILL' 1 I I I I I ° � i I I I1 --Cl-I 1 I I I IA : LI- 1/1 I 1 / . I \ ? 4,4 4 to I 1 I I I4 T •• 4 ' D fil 2 • � I I I 1-1-I I-03 I I LI , RD I RD D k %� � • 4 1- H A° A ,A, LEGEND 11 I 1 i I1ti I `i I I . > I b• AS A, \ r,At sit, I I I m ! � I I I ' 1( I D • y ; s; ❑ EXISTING CATCH BASIN I N 1 1 1 1 1 1 1 , ,i 1 1 1 1 1 /( ' ; 1 I l ° ° °. °D ':�; 1 BUILDING C �•• • ■ PROPOSED CATCH BASIN I I I I I / i I , 1 1 1 �1 1 I el FFE=180.5 1 �:�. EXISTING MANHOLE 1 1 1 1 1 1 1 I I I (I/ 1 I 1 1 1 D; I I ' ` i O I I I I 11 I I ° ii RD RD f i I •. . £' ��i • 000 PROPOSED CLEAN OUT III 1 I 1 I I I Il I I 1 I 1 I I n - •,.A I 1- -I a o ' ■RD I 0 10 20 I I I I I I V I I I I .. I I `'p • w '```♦: PROPOSED ROOF DRAIN I I I I I I I • y� I I I I I I 1/ I I I I , 1 I D Z . �- 203.0 I I I I I I I I ! D ( f. ' ' I ' i`•�♦tt \ PROPOSED SPOT ELEVATION SCALE IN FEET I 1 i I 1 I ,'.. ' ° 1A • 1 • , . • a ', ^^r- DRAINAGE FLOW DIRECTION I I / I I i - e ,:� 1 I I ♦♦i I I I I I I I I I I • I a i•♦♦ .D - - 1 1 1 1 1 1 /1/ I 1 1 1 1 1 1 ° I I I i' e Q k. W A,,4 PROPERTY LINE I I I / I I I I i RD I ,� •r•p• AI 1 I I / I I I I I I I .� n.nA . . ix < •*y♦'. ♦y • PROPOSED EASEMENT I I 1 1 / I 1 = o k•.•♦• 1 1 1 1 1 �f I I 1 1 I i i I ° D e> I . cn • A .1,14 •Q� EXISTING STORM SEWER I J I I I I I I Is I ° o' ♦i� `♦\ PROPOSED STORM SEWER I I I 11 I I I i I 11 I i _ a D . �e.. ° ° . • A •�� • I I I I I I t I I >' . li♦i EXISTING SANITARY SEWER 1 I I I I I �_ I I I `♦•y�II:., ,, s 1 RD A .PROPOSED SANITARY SEWER � y - I 1 I I I 1 I -- - -- - 3 >. 1 I I I I I I I I I iiku_#4,1#' fi ��I I I (g. I I I 611 STORM PL # ----J . ; .' •��••� D W EXISTING WATER LINE �mleJ 1 I I �-'� ' •,-,-,0/:,-; I 178.9 178.9 •. . ° •• 'Oi W PROPOSED WATER LINE -,-.. 1 178.8 I _ �f did' i♦•♦♦ N/1,13. I 178.7 I - - 4 - -r • ° A A ♦�. ►" EXISTING CURB - - - - - - - - - - - - - - - - - ♦♦yam•y�• - 40n ) I,J 1 i I / C) WM A . ° ��•:•'�°••�• PROPOSED CURB I �7,•-� 7 / /9 ® 1-9 °A. . !� 4" 179.2 AV.'', ,, ;$!;'',,i,/, .$%'4I/P, ` !; r 4, ,% 4 tY', w , ♦ ! % if*, -.- �i�Ai .-�r.� -=';' VP ^a l----V---,.-,7 ° C .D .. • , _a .DP. ' ., i D ✓ D ° - ° •1 Z °• • D °. I, n' A '>. .. A ', A - A A - __ _� /,�(',�;.� � 1•ta'1� '14/1•1\0>'. .`1.� 'rte/! n''�� %.00, -� %S/��`t! D >' le ' • D. • . .. . . n• a• •� • n °t� g ° °n - • • .e . � e � ° ,� '�: ♦ `.:♦.• GAS ',.; �a /f/t 11sn1��`�r� 14/1•ri> tri//(��h� /' 4 14 .. . • • > _ _ ° Q .. . .;♦ y � �' qct 9✓li � IAli \rr • �. CC • • •> Q.D . `D ..k SIDEWALK 'a � °' 'D • °\e°. • ° . :t.:/Y'py�'♦'•••♦ • VALE ° % Y '° .. ° c\. - ° ° . t°, ° e• a •. • •e • ° lnl a e ,° / •>. • °. • • D- •440,•‘,44•♦• 5' ANDSCAPE , ' ♦.' y ' • , e D .. ••� 1� • • - Ii ��l 10" 1TORM - . . '-- I ♦♦♦ ♦ ♦ ♦♦ ♦ ,:^♦ ♦♦ ♦ ♦♦ ♦ ♦♦♦ �•�e♦••♦� �i!••�•�i•� I I Q( E XTG CATCH BASIN7 ,��� i�O�♦ �! !♦������ � �i'i•ii� iii K t'' i� _i •iti�►•��♦�. �'♦Zii•i�♦:i•�♦♦�� •♦ ♦ ♦i ••i •iy•y♦i♦ ♦i ♦ y ♦•• •♦ •• y� D•♦i� ♦♦Oi♦ '. •♦ O♦♦•�♦♦��•♦ 00 ♦ ♦♦i••i v RIM=175.10' 12 - i � ;C _ � .et \ 1 IE 10" OUT=173.57' I 111 EXISTING SAN SEW MANHOLE SW Spruce Street _l_ 1 - I I I 1 \ , 1 \ SPRUCE SITE 7/15/16 <05) PRop . i 1 'i f ‘ /DRAINING NO. `N'''IN�F� Yoe HALL POINTE TOWNHOUSES c . ,y4�49}�4 9 TRT ENGINEERING LLC 8735 SW SPRUCE OREdON TIGARD, OREGON p _ i -v-e/4, Q 2636 S.E. MARKET STREET ' , Y 28, 1�� -• REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PORTLAND, OREGON 97214 PROJECT NO. ��"Y R BJP �' 6 DATE OF ISSUE DWN BY TRT CHK BY EMAIL ErteOng@q com92 SITE GRADING AND UTILITY PLAN ap ell 8OCT 2015 DES BY APP BY + N. j J DIMENSIONS PER PLAN - 30 MIL LINER 12" BEHIND SIDEWALK /, ` \ • OR EQUIVALENT WHENOR NO SIDEWALK • (IF WALL WITHIN 10' I , } 1 ima , `�y i 1i1 ..� r �� . 1' ■.Im1.II��MI III • ;N4 1. j .ImI.Ii , OF HOUSE FOUNDATION) e - �✓ •„�j 2" OR 1 1/2" 17"X30"X12" ROTOCAST METER BOX METER W/17"X30" ROTOCAST LID W/TOUCHREAD HOLE / WATER METER PLAN ,. ,�' . ,t<r� , . mo ::+. ."•i , . --�,,:. ... TOP WALL EL 1`�0ii-.7':!'.-,,-1,00';',;. ..... : ..,.. •�:.-. , i.- FROM ROOF -' . , . • , -- f��. .lio DRAIN HOODED OVERFLOW �� «��i��., " �� \, METER BOX • -r OVERFLOW EL _ • .. ...... :��1z: {'+' ~ DOUBLE CHECK " -'• 2" FLG X COMPRESSION ANGLE 1" UNION EACH SIDE --\ • • STOP (FITS 1 1/2 " APPLICATIONS) VALVE ASSEMBLY Ali \� � / �� MJ X TAPPED III 11 1 < 11 - ""I�jl; + \ i� �/ /\y \` J i ..-\\, --- -----<<-;;;k \ , ,- /.=/ / \ i/i, \\ \r� 2" TEE 1\ I ',I :�\' '/ \/ .,/\y, : r y/ \ / / \ 2" TYPE "K" / �; \ 24" /\� \\�\\�-"\i��\.),-„--\,>\\\----\\, ...%\>- \\i /\/\\ / i i\/\ Y / - j \\� / \ / / � \ \\ \0,\Ivi) / / \ / � • COPPER PIPE anti, %\,\ // // �/'�./ - /\/ \\ \ \v \\ \/ \\\ \ \/ /moi\\ im\\ \/\ \\ \ i \i i \\/\\\/\ii,\\i\\\/\� \/\\ i\i\\i\\ R. II \� \\/\' y\,---\\�' a i• \\/\\\ \\/\i i\\/\\\/\� \\/\\\/\�% ,i \\/\i �(!„ 9�,/\/\\\/\-A „\\ � • �-a xi " • \\ \/ i\�\\i\\\/\/ \ \\i \\�\� \/ i\�\\,7\\_\--,--\\\-,--\-,c-,2-\-2\--„:7_,\,-5,\\),\\\.7\,i \\\V,- ..;\\ \� -- - ;< rl€ .���:j L� ;. , �I�L� t d y• \\/\\\ \/ / --,.-.i\--\\\- i/\i \ \� ..--\----\\\ \i /\/ /\\� \- /\\ \ ATER METER _ i r _�`�� `In_ _ , ff?=� -' ,-., ,+=.mak <s,y-- ,\� ,,`gr---- 7., J. ; f't•--'.? . ` ,- s q• z x �.� � p: .� Iii; MAIN LINE r" �-!. '*�� �-^v' .r�•ri► .�.,; N f\+` ,\-,\i.� �,,,sc- ,z � \\ r5.; \Z\ A' \, _ ,,,� ,-� "�r 7. .r\ ,1\\ . 6 PVC OUTLET COPPER BENDS `•���' rg . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ( I AS NEEDED • "„ I •� • � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' r •J 2" MIPT X COMPRESSION CORP CRUSHED ROCK BASE I ELEVATION • GEOTEXTILE 6" PERFORATED PVC I BOX SPECIFICATIONS CONTAINMENT WALL I DEVICE SIZE BOX TYPE NOTES: 3/4" - 1" BROOKS #1419 SERIES OR EQUAL 1. OVERFLOW ELEVATION MUST ALLOW 4" FREEBOARD MINIMUM NOTES. 2. PIPING SHALL BE 6" PVC SCHEDULE 40 PLANTER SUMMARY 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90' ANGLES TO 1 1/2" - 2" CARSON 1730D P15L OR EQUAL METER LOCATIONS. HORIZONTAL & LEVEL. 3. DRAIN ROCK SHALL BE 3/4" WASHED 2. BANKED 2" METERS SHALL HAVE 24" MINIMUM DISTANCE BETWEEN 4. PROVIDE FILTER FABRIC SEPARATION BETWEEN DRAIN ROCK AND GROWING MEDIUM AREA INSIDE TOP WALL OVERFLOW TOP OF SOIL OUTLET SERVICE TAP INSTALLATIONS INSTALLATION SHOWN IS ONLY A SUGGESTION. 5. GROWING MEDIUM SHALL BE CONSISTENT WITH APPENDIX F.3 STORMWATER MANAGEMENT MANUAL PLANTER SQ FT DIMENSION ELEVATION ELEVATION ELEVATION ELEVATION 3. IF 2" METER IS LOCATED IN SIDEWALK AREA THE METER BOX NEEDS TO (SEE NOTES THIS SHEET) BE 28"X27"X12" ROTOCAST. IF TWO ARE BANKED THEN THE ANGLE STOPS 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 6. PLANTER WALL SHALL BE STONE, BRICK, CONCRETE, WOOD OR OTHER DURABLE MATERIAL #1A 94 39.0'x2.44' 180.0 179.5 178.6 176.1 NEED TO BE AT A MINIMUM OF 30" APART. 7. LINER SHALL BE 30 MIL PVC OR EQUIVALENT #1B 94 39.0'x2.44' 180.0 179.5 178.6 176.1 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST . 8. INSTALL WASHED PEA GRAVEL OR RIVER ROCK TRANSITION FROM INLET OR SPLASH GUARD TO GROWING MEDIUM #2 184 24.3'x7.89' 180.0 179.4 178.5 176.0 COCKS IF BELOW GROUND INSTALLATION. #3 153 25.5'x6.00' 179.5 178.2 177.2 174.7 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, • AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. HOODED OVERFLOW APPROVED BY: NO SCALE • .•f CITY OF TIGARD APPROVED BY 1,1 OREGON THEODORE S. KYLE, P.E. :....47.4r. '", C1'1Y OF TIGARD NO SCALE a » ORI coN LORI FAHA, P.E. /� © �J /'►�/ ENGINEERING DIVISION CM ENdNEER _ DWG. NO. q DOUBLE CHECK DWG. Na '" •, PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION WATER SERVICE Z. III PUBLIC WORKS DEPARTMENT g1YENGINEER 13125 S.W.OREGON 5 21 ` . VOICE ,OREGON 97223 JANUARY 2011 13125 S.W.HALL BLVD. ASSEMBLY /"� .a • - APPROVAL DAZE (503) lV! VOICE: 503 639 4171 t TIGARD,OREGON 97223 JANUARY 2011 ( ) VOICE: 639.4171 �� FAX (503)684 7297 € FAX: (503)684-7297 APPROVAL DATE PERFORATED 6" PVC SOLID 6" PVC 0 0 0 0 o 0 0 0 01 0 I o o o SLOPE=O.O% TO CURB INLET PLANTER PLANTING REQUIREMENTS SHRUB LIST BASED ON 0.05 PLANTS PER SQUARE FEET OF PLANTER AREA rB '. PLANTER #1A PLANTER #1A PLANTER 2 PLANTER #3 ' . ' • T a ' A' BOTANICAL NAME COMMON NAME SIZE QUANTITY QUANTITY QUANTITY QUANTITY Y PYSOCARPUS CAPITUTUS PACIFIC NINEBARK 1 GALLON 3 3 5 4 ' • LONICERA INVOLCRATA BLACK TWINBERRY 1 GALLON 3 3 5 4F °� I ,. ___ --1 ,. . AGROSTIS SCABRA HAIR BENTGRASS GROUND COVER TO ACHIEVE 100% AREAL COVERAGE A ft. _.' A SEE STD. DRAWING NO. 320 • 4' • 1I4 ••II: d • FOR FRAME AND GRATE , PLANTER • I • �I PLAN VIEW OVERFLOW PLAN VIEW 1 DETAIL /1) I�e NTS 11, ;, . 1 • • r - - F • 6•FOR POURED IN 4 • PLACE • .-.. 5• WNTH - • REINFORCEMENT I .• -.FOR PRE CAST • A A. e • d•- • 0 .1 1.0 Q MAX. 18. 7 CAST-IN-PLACE CONCRETE CURB • CONCRETE PAVER ,I ` 3-1/8" MINIMUM THICKNESS • • 41 2" BEDDING SAND • ' A 76'SUMP 12" WIDE GEOTEXTILE ALONG4l - • PERIMETER TURNED UP AT CURB 1 e• ., 12" MINIMUM COMPACTED AGGREGATE _ • BASE OVER PIPE • • • 8" POROUS CEMENT CONCRETE, 18% VOIDS, 28- 6-SACK MIX DESIGN TO BE PLACED BY - -• •' . NRMCA CERTIFIED CRAFTSMEN AND PER ACI-522 PAVERS SECTION A-A SECTION B-B • ° = OR PERVIOUS °° •" p CONCRETE I. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 4 4I;I -• • • � , - • 7 / , �/ � / /1 /i / ce 1 / / 2. INSTALL STRUCTURE TRUCTURE ON M IN. OF 8" OF Y4"-0" COMPACTED BASE MATERIAL. ' a ° n ° ' • • a ' n ' a ' / i / j / / // , / /i / , / i �/i i / / ///r % / / / 12' 12' 3. WIPRREE CMAESETTINRGEINAFSOTMRCEAM4E9N7T. SHALL BE REBAR MEETING ASTM A615 GRADE OR f. WELDED 4 ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND ND A SLUMP P /-.-_�'am�, �,� �\\�`�,7%vv`'�/�:^ • /\\ y.1""'-~`".�'��4.\JW. \;\ ��rt^�•l j': .��_ .�1--.��i�r_y,L p . �'-h.,�^/tirp��y'-\/'f / /j // ` , - <�.. r,J OF 2O • /� i/ // /' /////y/ /i f / / ' L �, / / / . CHANNEL RE Q UIRED IN FLOW THROUGH A PPLCAT IONS, AS APPROVED. ALL OTHER APPLICATION18" SUMP PIPE INVERT. ° . D• • ar:), ,-,.,,6_ ,,,,,,,--,Li y "r �'"fAyri✓vt,'� c,r%'t�f `✓ r ;_ ✓ti,�var' < r; . _ - y J:� '�!��c- / % / / . . / , / j // / / / . , s' ix_a.tst _ ,L4),?-,,A,-,:::,i `r "; y. -� <. .' Y..2-').-- -- . r1 : r;,i---r-' ,,,e--r-i-- 6. INSTALL STEPS WHEN DISTANCEFROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER EATER THAN 48". SEE STANDARD DRAWING N0. 100. SET FIRST STEP 12" FROM TOP OF GRATE. ; ,JL ,( c�,:i� J - < \f-j `�,''' ''1-1��},✓ ti /Y v, ¢ j� `✓ �"'l �i' j�/,,� - t�/ i / ASPHALT PAVEMENT 1.0% _ 1•Q� ASPHALT PAVEMENT 7. PRE-CAST STRUCTURES CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN . i _?/-\ "�;�ci--, (4l, -,¢ -)-�U „ i-.�ii ; ( „e� , G„j;%�;r ✓�,� ,, ,,� ,%� �4%`\ , � �n-� , \ t L I i 1 I I r r r ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. � n, j + "� l J.i �t i e�, ir - _,.,._.. .'\"-7-7,-- r:;, -1---i, 1 ) -,=%' -•-( �-��� % L. � � L ; STANDARDS AS SHOWN ON DETAIL #320) ' n. 14‹'---M•;::),fr1: 4 qCICZr- � �h '}� r-�1� Cr{T9 (-47 - Y✓, ,i ,4{-tr^� 'i ‘;',')--,.,,__,'„,-- .A � 'r � ' �40L`,7 � f-" .n f(;' 4. `` -.-'{ 1, x- ��,.l\�� L �-• , ° . 1 , : % 1 V1aJ `-;11 ,. , ! :' �"` 4 l� �' /' } it-1,-, 1( '1,,,N" , - -] Y '�>' L' �}� �l ;4 4:01„--:.-\C,_'U"��}\.-/t \ �'l ° j / •h-iL,--A1 . t-oC21;; O O O 0 O O O O O O O �,�. l''-Th'/-0\,,f4'') --)1' / �✓ firr:? �-'�;'L '� C),�CI r--i-)� , , l 'N--- rti-.`_,` -, ! , ^ �; -; < ,A_ W7 PERFORATED PIPE AREA DRAIN y - GJ_ f> C. O O O O O O O O O O 2;s, � 'A. - �i4.'� �^`�' n : F- • NOTES: I. WHEN RAINFALL AND RUNOFF OCCURS GAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED ' BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. 3. DURING WET WEATHER PERIOD.TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. 4, SEDIMENT CONTROLS MUST RE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING • 1` REBAR FOR BAG REMOVAL • CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE CATCH BASIN GRATE APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS, 8. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED, THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. ^ 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SFWFRS,DRAINAGE WAYS,OR WATER BODIES. \ • IIS I Ii I I II I Jill .. 8, SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 113RD THE BARRIER HEIGHT, CATCH BASI AND PRIOR TO THE CONTROL MEASURES REMOVAL V.4.#04.4.4.‘' .4#044.,.,'lir 4V/ 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT ,.6 ° . �,�,��,�,0,��,�,,��" • • 1 *0#4.4*,#0,4*�� EXPANSION RESTRAINT • COMPLETION OF PROJECT. .�, �, �, ro 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE.APPLICATION.AND DISPOSAL. A A,��,�,��,�,��' 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID '•.,•• ',►��4,dr a•• •.. WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. ��/I, , �� • 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS, °• #,�,„� . • I -' I NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED.TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD �,�,�' BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. I '= 6 0 I 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL STORM PIPE • ' • ���, MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. �� • 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON • e' • II THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE „ • , II CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. .A ' ; • : • • ' . '° •• , •'. .. NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. , • - I III 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES.THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT '• ° . ' .,' ti S. • CONTROL AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. SEDIMENT FENCE • II IS. THE MIX ARE AS IDENTIF ED ON THE PLANS OR AS SPECIFIED BYY THE DESIIF VEGETATNE SEED MIXES ARE SPECIFIED.SEEDING MUST TAKE PLACE GN ENGINEER,LATER TI SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN 2"X2"X3/4` RUBBER BLOCKS SEE DETAIL `• 17. WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN LSt R K„, THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE, _ ? POLYPROPLENE -U (; a - - -----\ u IV•IIA,, 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA.AND THROUGH A SEDIMENT FILTER SACK (WOVEN) ` ...;((..;.,,, CONTROL BMP(LE.FILTER BAG). Il / PLANTER 1B1 <\s' 7 }� . T.". ' _,1 = . 12 CONCRETE CULVERT 19, THE ESC PIAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER D V RD \ • ` - H '. -�' _178 00' DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. I _ L.•• RD 1 / ••••�.••�• � l :': K 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION WOVEN POLYPROPLENE SAC K ' „Ai ! PERIQD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS, ,4 • / :� ; CHECK DAMS 11 i 7)1.1.-.‘ --,• 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 1 t1Ii-i' ':< _ ,.. . _ I . SEE DETAIL • ---1111■■-- ' I 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC I 1 RD RD 1 ■?% _in ,' �/ =.0 ,' SHEETING,MULCHING,OR OTHER APPROVED MEASURES. :•i `r -----��-- ,. 27 ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. NOTE: -rt = • RD RD , ;, ` FOR FURTHER INFORMATION " ,-- 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE j --I. .L A '''• MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER �� I ---_1111■-- FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION ---���--- / AND SEDIMENT CONTROL RD �e FABRIC INLET SACKS TO BE DETERMINED RD „ I ' 1 ' , I I I I I I I I I I , / r . ':' '1-•�; PLANNING AND DESIGN MANUAL. I I I 1 I I I I ••ti. BY MANUFACTURER. BUILDING A 1 1 1 1 1 1 1 1 1 1 I I I I 1 i k ,�.- RD // RD .• - �' - _ „. FEE=1>f30.0 I , I I I d/ , Y.. ( i� . I 1 1 1 I I / ��� • =: .'- • t I I I I 1 1 1 :P.OW�R� �� I I I / G PGL@ N BUILDING B A " STANDARD EROSION CONTROL NOTES INLET PROTECTION t I I f l I l 1 I I 1 1 Z III I I I I (I/ I 1 TM W RD RD 1 1 I I I I I ! - k . FF '1 n •• .. 1. TYPE PE 5 l , fff , } C1eanWate� Services Ia 1 , , , I ; I ; I III N • / 1 FOR SITES LESS THAN 1 ACRE 1 ` / CleanWater Services REVISED 12-06 I I I I I I . RD RD 17 •• * Our commitment if clear. i I i l i ' I I 1 1 III , •• / F` � �� • ___� DRAWING NO. 945 REVISED 12-06 Our commitment in clear. DRAWING NO. 920 j ! 1 I 1 I I I I I _• I I I I 1 I I I rl y• RDA tESlS11N,.SAN• IE I I I 1; mil ' / la ,.I IE 4' TO W:S.-17S 9 11 1 i 11 t i l 7 ' �p IE 4' TO "�17 S :: ;;.:.-.J., +�!••�.oa,:� 'L ,.. •.• 1 -•�. - IE 6' SO�ht(-l .a' '�'-J-r�TTi RD RD .$w s�+ ANGLE FILTER FABRIC /• _t_ • ---ten-■- _ = ♦:- 1{}r a FENCE TO ASSURE 501E IS TRAPPED -1\\\)/ V - El 1 I I l I t 1 1 II I r l I� - - - - PLANTER 2 -�,p__ i -, �I:k • \-1 1I I I 1 I I1 II I I-' , I I i I I I it I"I i I i I 1 rc� RD y-.' _•' ' " �r I I I II I I f 1 L '> 1 1 1 1 1 _ 1 1 I I- . 5I. 1 \ 4 w ILII 1 ( I I 1 �rt: / INTERLOCKED •y I I 1 1 1 1 1 , , ' 'sp.. "Z, t 1 I I I I1 _ 2"x 2" POSTS PLAN VIEW N --------• I _ • ,•• •• T RD RD AND ATTACH NTS 4 i :... .. , - . 1 ••It: ---■■11■uulf IIIIMINIMINI=IMMINEc - . ---■■---rn BUILDING C 1 S ------■.- USE STITCHED LOOPS ���uu�n� ' FFE=180.5 • • '. I u-imini 11 .:; ' - _ /OVER 2"x 2" POSTS NOTES: - -----u1-- • II RD RD - •,'_. from OCUS10 e. ---1111..■■u- p -----��-- . •' 1, BURY BOTTOM OF FILTER FABRIC 6 C� • • ' .; I- ,, 'il ' VERTICALLY BELOW FINISHED GRADE. I • 0 20 40 �nl---•:--- Ito �.• _V _:` Q 2. 2"x 2" FIR, PINE OR STEEL �� I ---- ( FENCE POSTS. SCALE IN FEET l RD I I //�� ,: 44/A • ---r------ R Y - •4 ; I 3. POSTS TO BE INSTALLED ON 4.4_ UPHILL SIDE OF SLOPE. M x . �1�•♦ _ _ -V 4. COMPACT BOTH SIDES OF FILTER FABRIC vim-- ---- ! I J. •*- ., / TRENCH. 1 �� Rn _ l • ' X,• 5. PANELS MUST BE PLACED 1 mWiAu---- • • :'[I i ACCORDING TO SPACING ON U - - - ` - PLANTER 3 I - J • f DETAIL NO.940 I1 \ - PROFILE oWM(3)111111 \) WM .r :kit./ 1. O / //11Yt[i } ? o s•• •♦s • • • • ••• T4. 'r '° '°+ ••' FILTER FABRIC MATERIAL -.l1 ,r .. • 'r,. - .. i A GAS C r r •• • i• ••i • • • .3' VALVE op •�i4�•• •4 r cfl . O•'•'•o•'i*P • r ,�. 36 WIDE ROLLS r E • ---/--''-e/-...:.. '. ' -.: -. ': / \ I • y e !' � ••:•• ar . 17. _ .. • r.v:_;, .< -r :<v�trY.^s. x•- .,r.,s .; >n - I • r'i >;-�,aJT vim•- .._. -..,. _-.•:-.',.',:•-`2^,:.-y,,,,..--- - .�� ♦ N-Y. �.-.- � <_.x < •✓.F, -"a, I I V.A.W`vm, A 01 SW spruce Street INLET PROTECTIO 0I M - - - - - - -SEE-DETAIL - I II II 1 - - U 6'MAXIMUM SPACING U OFOR FURTHER INFORMATION _ _. \ CHAPTER 4 OF CLEAN WATER ,c ��IN� ANHO FRONT VIEW RIM=178.6 I / EXTG CATCH BASIN SERVICES EROSION PREVENTION WATER VALVE \ / IE TO NOf�TH=171.24' \'\1 RIM=160.85' 1 AND SEDIMENT CONTROL _� 1 - IE 12' OUT=176.0 NTS PLANNING AND DESIGN MANUAL. ^FlRE HYDRANT 6, -6,, POWER POWER POLE POLE I �• I ' CleanWater Services •1 SEDIMENT FENCE fur commitment is clear. DRAWING NO. 875 REVISED 12-06 • SPRUCE EROSION2 7/15/16 • ��p PRpfF �\� INE��J/�� HALL POINTE TOWNHOUSES \ DRAWING NO. \ • �� 14,494 TRT ENGINEERING LLC 8735 SW SPRUCE STREET OREGO TIGARD, OREGON D - 3 '� °cso3 2636 S.E. MARKET STREET /-'O • Le, y 26, �Q+ry REV DATE DESCRIPTION DWN BY DES BY CHK BY APP BY PORTLAND, OREGON 97214 PROJECT NO. y Z SA4 PHONE (503) 235-7592 R, DATE OF ISSUE DWN BY TRT CHK BY EMAIL trteng@q.corn EROSION CONTROL PLAN (hip (311$ OCT 2015 DES BY TRT APP BY + N. r J