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HomeMy WebLinkAboutTigard Station Apartments • f ------------------ CONSTRUCTION NOTES: .___ __ ___._ _. 1. Notify Tigard Water �` • ! ( !' District prior� `., I commencing Di t ict _w. (TWD) ' I to J 2• g construction. Phone: 639; I 554 All work shall be in accordance �, �i f , standards and inspected bywith AAA \ ! ( I ;• I ins ecte TWD. 13 4`�y r ! I i i I + I 3. Firehydrant i I ' h dr / ' j j ; MJ x 6" Flg tee,assembly6 consists of 8" or 6" f ,___ fire hydrant, r and /1/ Flg Mod MJ holding spool gate valve, 6" MJ ModernMuellerCenturion i i __.._u__ Y ant, A-4 2 2, 6" MJ, g / '" 2�" NST hose 5 NST 3-porte ) (2 "- t / connections, 1 - 412„ NST i r Pent Opr Nut, open left, pumper) , 1 " color: - 1 1 . / ` f yellow, traffic mode �� ( / ` / ��� � 4. Each fire hydrant shalle i' `� formed be installed ' „ �`� /A/STAIZi ANDPG(rC / �~ concrete block with 1 cubicupon a Pre- METERS / /2 iipp { I{Y�l. TEE(rVCr7"f' yards of crushed f / f I 1� drain rock. Tar paper will be laid on topof drain Building Number of Size of 4 \` \ 5. earth cover, \ f12 �' �, Poured concrete thrustblocks at least 8 Number Units Meter / j` � � / 10 ` r bearing surface at each tee andsquare feet of I / \ / bend location. • I i` 3/4-inch minusgravel / ~`\ 6 3 o f & 8 gr cover for all mains in streets ; — i -- ....... _ .� 1 ( \ �` and driveways. 3 4 1 { . --w -- -.W _ 1V 4 5 • i "M 7�E A sa i n er a. r +� � �� �,,� 11 i tar lines s i 1/ METERY TWO . 8 `.. W/, �tL l0 laterall 6 & 78l� ? Y sew); 1 ; , mains shall be encased in concrete 6"Yt or10' f vertically sofs water C1 _ _ ...... _ crossingshick 3' • �. "i -° -- -�`� -- -- - .r ._.. _.. ,, �� Where are necessary, from crossing. „ �� ' � ` �I { / / � 90° with at least 1 " tthey must be made at approximately8, 9 & 10 12 1� 8 separation � 1 l ��/ � ,,.��-� 8P on below water line. { i 1 � ` -` Mains shall be tested & 4 8 l " � st �_ - at0 for I i � 5A ��A.f X G a��� psi. �- � � pressure = maximumloss I � , _--- Static100 psi. of 5 15 & 16 8 : s ~ psi1 hour with { i ; ! � " - required at Pressure-reducing _._ i each meter. For 1" meters, valve will be P' �;' j i I /�1 'sVI�TEl`try i BY Twp �, r,. in cost of meter for P-R valve. TWD will install and include 1h4 7AL�. ( t� J 7 ! I n 17 & 18 g 11� ,, - TWO For 1 19 4/ 1" • I �\ �> install at owner's expense for P-R valve,meters, contractor will i �� ' T /h/57ALL "MJ ' L � _ AY 9. i Rec Room -- 1A" fNS7AL L s✓i-�. All pipe and will be cement-lined, Pipe ��.. .__. (o"D1 Tyton Joint Ductile -----� 4. � Iron, Class P will be _' _ .4) 0 { ' �."C ! O.S.B. Total. �' <' ,' H. bacteriological tests required. 11 meters q red ' e ✓ 11. _ �` Upon completion of installation, contractor or developer TEE,ANL)2-41'Ali(.43 ' /i f P � I ''cl;;>: ` -_- , ,� ` TWD of total construction costs to which .."- _ 1 T�1L '°M�1 �'/ " r r�`, i advise for district inspections, • METER COSTS P will ; �4-5� 3ENth �� 7k/� water loss, overhead, adminis- I � tration, sampling, , w etc., and 2% for engineering ? 2 - 1 meters @ $1,350 ea. . . $ 2,700 l/�lT�t L L (�,'�/v1J x "/ T I dtV7�QC L .! J/ t� adminis- RENTAL including preparation of "as-built" drawings,s, review, i...-- TEE W/Z PL , , maps, updating gs, intersection9 - lam" meters @ 3 000 ea E�TER i P ating master map, M $ . . , 27,000 t/2 METY T1 ( �� etc. I tt �__. 1 I `, 2. The estimated 12% to TWD j - J to be noted above must be on deposit, r beginning construction. Total: $ ,700 $ 7 P prior ( L1 % g I RED __- r -C //„- RCSIIIILI __== i 1 LLB ' Li I -- - -- - -- -- i --- .� ,:,�,.-,. ..... Alit C� - t+fZ" NiI C3Y TW ► j / Note: TWD 1l all F wi co / Q +! �} install peer services prior to black- r � I��TALL �.-�!+�x� lf�T topping of streets and dr' T W/ " ?LI C° �' ry ivewa s y ' Iliit nst ergs wit ), '1\i' I by str :} J '' �~ -- _ ___-_� __�__-__ __�ict�upon_individual re oast f �r _ _ --------1-1-9 _ same }- � ii ! i TWO i MATERIAL LIST: f Item Quantity 1 ,. . d ___-_ _ '� 1 52 315 feet : t 'l I ..+ �t -\,,,: .„k---' } " ee -T ° 1 52 . ___.. ... . TJDI s s e , -� rt ft 1 e i e C a 740 feet each i lNT4 to A4/ lP? _ ___ _ _ ._. . i 6�, P P i � � - '/ 6N Tt ! ++ + tnERU �,� R CENTURION oR pi 0 8" MJ butterfly valve 4 each � FIRE HYDRANT,A_ 42 s �IJ o ®EHirrn aAc►c J / i 'Ye METER 3Y T�SI� S v4 PORT �'I�2.. ' of WALK > .JwNTE -LINE Or FANN CREEK -.� m- 8" MJ cross 1 each• { VO, 3 LEFT, 6 MJ cross j PENT OPR. NUT, .. 14111236 each • LOW IPT tee wj2 '=ern) i 8 MJ x2' 2eachI �e s eeve I � ���,, ��� �, 8 MJ so1�.d 1 Lone f 1 T eac I ► I I i i 1 h � � 8 MJ �12"METER�Y WQ , : ` plug I 5 d I { �. � � I f � `v 3"OR LESS COI :. SIDEWALK VALVE BOX �„ � �� 6" MST gate I N 3. �- -- ; -�-- -- � .._ _� ,..��-�, �... .�.,. .__ EXTENSION ;' �� � 6" MJ x 8' MJ tee ( ullhea ) 1 each valve 3 act / B d f r, .W C 4 1 j i �r 1N57.4LL 3"MJ t�"1P7 TEE r�"- ,a', :r ``s ,4____ r A.C. f 'i' �` " 1 each , L s :: J ! �' W/ "�L tlt� ../n :� � 6 MJ t e `\ I % ` ,.,,,ill-, , -�� L:1 = 6 MJ Xe2' IPT tee w�2' plug ea I .. f " Ch 6 � _ r I ! i� � � 6 MJ 4 bend each -j 7 i ��'� ` 7<'-,, i � MJ HYDRANT ' \ f s ' `' 6" MJ 225° bend 1 each i �, OUTLET s" FLG x .J 3 _ E ---= 6" MJ plug 3 each _ 1//// a s.%, /" 6AT E VAIL E t"1 h a'� r,,sr. .[fir'` -..... = L i f er 'r, t Fire hydrant assembly 5 each _ r' Roc { � i {"ME7-F. Y TWO wa COVER PJtP E R `°%a ..: " ' t;Je f �' _. BEF F — �;>� x MJ ��� TEE{SEE PLAN)MAIN W/M.ix FL G , j''' *��` HOLD011itia it—_r_,____a_. Ji 9 tN� BpooLENNES COSTESTIMATE/ THRUST It ilI.I���iii ``''' BESQ. FT. M N. 1i 500 1 �/2"3/4 CONCRETE PIER ,���� ,�� 31'211 ' O " D.I. @ $24,/ft $ 7,600 r .,:,\N", „ /�`d 7-A L �-t, "� l�r ME R�3y 7�G5/ i ; � LPLD �Y/Nl7MfL E3 R A it l R t?OK2 8LOCat t3 SQ. FT. =/A'�.0.. Atifist BASE} s40' of6" D.I. @ 18 ft13,300 { i -.; � s@ 500 each , r________ $ ,. i r:''' ::'42 0 .._... � Mire y rant { i -- ______.._ { Miscellaneous 1,600 _ 11 _ -- ____ -_- tARD FIRE HYDRANT ;; Total. $ ,o00 -._....._ ..cam.. ,. . ,, .. 6JK 1 q :,, (CI CONTRACTOR'S BID ESTIMATE:�, IhlSTA�.L lr�"MJ taV _ a n ul fhtSTALL M!,! � _ ��� ,- ti �A SW gt� �-� � � �>�� �� . � � Contractor's bidestimate $25,400 T _ . co to b" pLtiL* SC�TH "N!J5 (�itl LJhf� TIGARD ." _____.__,___._v____ _.____..___..____________ - _�! / �,"' �_. .� _ __. /. = :AC D (12 s) adm. , engr. review, etc. 3,000 E._, t nsulting engineer (6�)? 1,600v7 �xr Trntr s't v . ll\I R . C ° T©tat: $30,000UT-iN P''MJ a ( "pLuGxisTivU souul, ,+AAJ BF v f c f�vt ; .5 _ ____ _ _ ,, EX,1 - GARD WATER VTRICTd NrJ� , 4 8CALE: liiItAPPROVED BYE DRAWN BY / k- E RtDATE: Q � $ REVISED ______ ______ ORE 0 16, . TICARQ TATI N APARTMENTS T DRAWING NUMBER 22 X 34 PRINTED ON NO. I000H CLEARPRINT - - - _ _• _ . - _ - _-_ • _ - _ _ .. - . _ - __.�) -� - r i r o' r r r r r . i r r r • r r r ! r r r r r r E . . r r r r i r i r . r . , _ -'^ r r r • r t • i i r 0 r r r 1 i r r 0 i r S _L4_- L ' r , i r r . , . ♦ 0. •- -1- co ��(�� 0%. p glig ill �i • m m CZ 14_� CON N • •..\ iw .\ ``� W 0 Q W • • \ 1' `- � z Y W Z Hr. Q • • W W aC = Q .41( "WJ W d • • ex ! G ac 0 v 0 N u. ac Q I o M N c Y Y. X X x v X X• S . 88 I8 ' @0 " E . S . 88 °25u4Q " E - 349 . 3g1 X X- X X -X X— --By—-ix - -Iki....___ _ _ x, _ _ lc >9 _ • • c EXISTING FENCE \ 559 . 90 . 1 CO 14)4‘ f:', � , m �• J 1 _ . .,, N,. _.. .Iiiiii.,-.-.7.i. •,.\ • JC - 6' (NiLii <D +/ °� 9A _ - pAT AS DESI6�IED • • `� 7o �5' m®,1� � cS� 10 • :... ' l�L� Sf A1�E� S• 1 / .3 'O r=1-•=101 /i o, - 01/4 9#/,Di • i 9. - Sy cc• illiiii: (1"1* R / y m csi 11 ' CATED m N *, A--:--is AP , /. AREA y8',B'E' DE0I �, m • • T ARD m • $ � TO THE CITY OF IG ,m z 4141 Jil . . / Qlr , ' / .-747; - 4 . # lo i / \,M0' - ON , . , . O.= -I .. I N • kill 7-- I' . , I P rc 1 • • t ilioNls,cop iippif 44, ./,_ .:•.:1., tr,)) N . # \ - 2 . . /1,..:::,.. jjI � , l J M ii I 3 i \ - :,,. CONSTRUCT 8 ' WIDE PEDESTRIAN P • I x R-15 9 = 5 CARPORT 5 CARP R T `s- QP �•` = PATHWAY . SCE Si' -�B�Rkit N - 9 Co ®\'.--. . 1 \� A / s �� n H/C N N OLD BUILDING ° 15 , "�.� _ 3 �� / VCjk o N D 30 ' 6 `- _ _ REMOVE . . ,i': 0LLI = 0 O . • -- m11- malimmommr :::� PIPE- In _ 0 l • z Iiiiii , -g - N CC _ �n dl • .I w 3© ' RENTAL �, 41111p,-.91 ®' i ;;:l 00 YEAR FLOOD m coI'' , CENTER ps- : `�' I,:� ,` PLAIN LINE . U, - I� Ico rl NI*444i, . E 2 ...• LI zup cn cn sn TE 17 ' ,,^,LEV . — 160 A .� A, �, . . - I--• w W w w iIP ,. ac• I cn�, I- c� RE C . R00M cc m 6 l�CF�ED 0 1 5 • . 0 ki I a c EXISTING FENCE ; PATH AS Co�STR w t,"0 .1 _i_____cn TE • Q cc a • ,, illi • - ." • REMOVE . 1 :':' ' w L11 cc I �— m •� 3 @ ' .� r, cn SUN I t, - -�E---�- - - -X- — — ; ` '"�� .� _ Ti O � .. Z l'44itip. .1:#7. K Z Ici ... . .. k71/4 w DECK �( o� , cc I - X —Y` ` N—NPicA t- w V `i' I II 30 ' o� SWIM 2g ' In �, Z Q - R I 30 a� a POOL �" 142 . 98 ' u.., I w I,1 , 41# 1 -• 1 Z ( - .4- , ...../- I 0 ( 4- 1 . /. .. ,IC4 .-4 °<11 V:::..A.:,1:11 4 \ :.d cp F _ �ts Coli/ jif 1 '� Lit WALLiiipli3 ; °� o A v. I N - )>iC ,_ p. . t T --� CS , `i EXISTING FENCE cD• g • P 0f ;iI5 ` 6 _ / w o �� Z t44% I r� 6 fl=15 ' --=� °� f I ' 5 z I cc 6 f -1 I a L' L H/C as a TL 101 i • 1 - co• °) z �c c� (T E w ., Q . 15 ' ACESS ESMT . a I 30 * a LEGEND 111111111' Z E 0� f , 1/ 3 _ Q • • IR .. _ TRASH ENCLOSURE I 24411111110i • ,, TOLD WINDMILL TO BE o _ TE • I �3 � _ PRESERVED . DO NOT DAMAGE . � x 4. _ ,� • i `S �S FENCE BEFORE STARTING 4111110 Z ,•` ►N FIRE HYDRANT • 1 , N CONSTRUCTION . ° �` a ° O 01 I . `� � i! x m A IZ WATER METER I • oc 1 EXISTING GRAVEL , '5 ;n _ 1 , I DRIVEWAY . , •. p pE U' SS SAN . SEWER41) i ` N N N — 24 s N 0 � ST STORM SEWER • �„ 475 . 45 N 144 . 67 ' .i' 98 . 65 ' 50 . O1 ' WATER LINE `• LILA e - X 'X X _C- _C- N. 8 8°2 3 ' @ e" W . X- „, . Ass c� v - •� • � ® CATCH BASIN . ISTING FENCE EXISTING FENCE - . IV�NN ot-E TIGARD STREET ILA 0 WATER VALVE CS S 0 W 0 CO LIGHT POLE (An_ — PENNI •.r , • 4) C3 • • .. B 0 BB! Y • O� • co- 91. < • r dORDIEcT 15410• 4 r _ ��... . _..w: .... _ ... •- - .,. ,_:....--�-...:ram rlT�ri.M"""`•-,- -— - ___,..,..._w. .,. ._ _" -.._ ��■t�r 1u1111/i1Y■■�IlHitll��iii��ir�a�l11" m■ti�iii��m �3i■■dtliiOm■� a t���i -il �N/6i■���11�■■rr■r .■� a armwrrrr■r■IiM� i.l■■fir■� 14 ___________ .__ ..___...__._ _ .... ..._ _______ -_.___ _ _ _ _ _. _. . . _._ .. _ _ _ __ .. ._. _ ___ _ -. _. __ __ _ _ _ _ _ __ _ _ _ _ _ _ .. ...__ .__ _ _ _ __._.- M • • , 1-J-1--1-4_ • I j I I 1 .. . • Oy 1 I •1 •'� , (D1 z col 01 : � 1 Z �1 ' I� (b,N' N • 1 1 • c 0 p 0 . C > W Z W • '� N Z O 3 V W J � • 1/2' IRON PIPE W W IX 2 Q 0 W a fNO. 5/8" IRON-ROD 0. 3' DEEP FMa7. 1/2' IRON PIPE 1 la TH CAP "ALPHA ENV., INC. " C °C CI u a � `. Ce Q • 0. 28' NORTH 0.5• , FMB. 3/4" IRON PIPE • O.21 ' 1,EST O.72' NORTH 0.4 O ' - 0. 1 ' UP C. S. 22322 p , 'HELD' 0. 03 ' NORTH 0 • 0. 16' M ST �. 174. 94' ~' LINE TABLE S. 88'18 '58"E. (h'.88`24 '26"k'. DEEDI ao s( BEARING DISTANCE ---- -------•-- S. 88.26'02"E. 272. 90 ' N. 8$'26 '02"W. ■ 349. 35 ' 286. 99' - -----'.--------------- L1 S. t9'S4'29'E. 44. 95' ' • -----7. ----- - M 1 (347. 7 DEEDI • L2 S. 31'32'18'W. 46.58' : Q��N � DEDI CA TION 0°� • L3 S. 3!'33'02'W. 24.86' 1 ° �_:'�- 72, 537 S.F. a�/v • L4 S. 58'22'49'E. 3. 81 ' ' Y` 4• _2C Q 41 , ca p 49 �.•' _ L5 S. 88.23'00'E. 11.21 ' p al ' VCr) • • 1 IRON PIPE h� 4�' 6v �afL b. �'' �L 6 L6 N. 77,15'00'E. 49.20' " 0. 2' UP 0i ' ■ • H ' ` 'HELD" : W 6' / 4) 6 CZ �( �0 0 ' ♦.�(1.' A' V • L7 N.29 20'00 E. 46.80 try A�/ G/ t1i 0 Q L8 S. 19'54'29"E. 42.98' I , ' O , a ,�c �• 1�4 1 h�00 L9 5. 3!'32'1B'W. 46.58' 1 3 //�C--L P'r-OSED ��QO . • L10 S. 3!'33'02'W. 24.86 s :G'� CI P '. PA THWA Y . Q FAO. 5/9" IRON ROD 40 Li! S. 58.22'49'E. 4.13' 1 ,p/ 9 co ��: G • i C1' WITH CAP "ALPHA EN6R., INC. " Oft 0 !� • L12 N. 88.23'00'W. 26.47' : �J�►y 'FLUSH" C. S. 22322 • I s s, a r OK N. -S. N' v a�t `� L11 Q v , 0.06' WEST N j o •� L4 ��c C� �' � - ch • 4W, TL 100 O11411% in M'O : 1 cc • 0 o'p FANNO CREEK Z w • 1� - S F. , 6 W o h1 Z ri ti s� AREA - 26., 001 S. cc - o 1 o C. S. 22322 0 co . vaill O • ro�Q � l mac. k h �'tilio a- ..:- ; �' • Z I . FNO. 5/8" IRON ROD 115 k j !0 o= • " h7TH CAP "ALPHA EN6R., INC. " • i FMID. 5/8' IRON ROD tri :Z', 1 1 �� - 0.1 UP C. S. 22322 2 _ 2 s IN FENCE POST BASE. 10.__________.----) 0.07• hESTH 31. 62 cv CZ 1 WITH CAP ALPHA EN6R. INC. 2 ' cn k 'HELD" E.-w. C. S. 22322 •�5 ; 5 . . • kt%14. o 0. 12 N. r----N. 88'23'00"W. , cN ash /4 I FMn. afro SS CAP Q I W (142. 90 DEED) : I l er �Q o) 2��00 CITY OF PLS 1856 TIGARD CONTROL POINT 0 • ,. I i� Q Q`� 'N• 0!, `��*Q IN MOMrf�IENT BOX. l a Z • o m,•• ,= r FM2. 5/8' IRON ROD �� Q u� FMB. 5/8 w IRON ROD END. 5/8' IRON ROD o j ti • ;, o co € i ►,..1�1 WITH CAP "SUMMERS PLS 1042 - h?TH CAP ALPHA EN6R., INC. 141 C . I WITH CAP 'SIWMERS PLS 1042 ■ cja0 1 Q ■ UP 19948 22322 Gb ■ .S. S 994HELD' A o • od1016' SOUTH O,l`tii ,to o� ■ 0.04' WEST ■ 0.04' e h ,/ n �J ;' 10 O ■O■ 0 02' EAST I TL 1V 1` I ti : 1 >, O ti �!`, PMm. 5/8" IRON ROD NLi_L__' (� ♦ce - t cL , Z j 0.5' DEEP i ® 0 00 HI a I (144. 67 DEED) I I 1 O.08' NORTH _ I V N it:1 ■ , 475. 38 ' (475. 44 CS2� 322)•_-----_--_-- ---- • - • I O N.88`23 '00"W. S. 88°23'00"E. --~- ha] W 521. 20 \I 0 98. 58 J - bt- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - 504. 06 IC. S. 20267) 1.0 44'0 ilia .._ 4" I 2.69' 1630. 37S. - - - - - - - - - - - - _ - _ - _ - _ - _ 2 Fn (n (BASIS OF BEARINGS) -• 3/8' IRON ROD I 0. 3' DEEP 1' X 1' IRON 8.4R ww‘i � 0.04' SOUTH OF ROAD 0.7' DEEP r O CU �i li Fi�7. 5/8 IRON AOD - "' TIGARD f/1�11. 5/8 JRON R00 CL�NTER-LIME • . S oc TgEET Q HELD E-it. PER DEED WITH CAP "SUMMERS PLS SOd2 0.13' SOUTH OF ROAD 0. 3' UQ C. S. 19948 WITH CAP ALPHA EN6R., INC. • CENTER-LINE ti O. 1 ' UP C. S. 22322 LL. 14 'HELD' E.-M. PER DEED N ti 0. 05' SOUTH ,f'� • GOOD N. -S. RI V t coo o V 0. 02' EAST ' c‘I /V,4A,+9�4 TI VF PROPERTY `�' N THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OFRO LEGEND. °� CURVE TABLE TO BE DEDICATED TO THE CITY OF TIGARD LYING WITHIN THE 100 YEAR FLOOD co;, cr7 • PLA IN OF FANNO CREEK. O b • ti O f RADIUS DELTA LENGTH CH.BEARING DISTANCE TANGENT • THE SOUTH LINE WAS ESTABLISHED BY HOLDING 30. 00 FEET NORTH OF THE CENTER • FOUND MONUMENT A S NOTED cti o • 4 V Ct 20.00' 51.26'47' 17. 96' S.05'48'55'W. 17. 36' 9.64' LINE OF S.W. TIGARD STREET, ESTABLISHED BY HOLDING CITY OF TIGARD o Z MONUMENTS .4 S SHOWN. THE WEST LINE WAS ESTABLISHED BY HOLDING THE 1 " X 1" o eC t C2 20.00 ' 47'20'01' 16. 52' S.55.12'37";r. 16.06' 8. 76' 1 IRON BAR NEAR THE CETER-LINE OF S. W. TIGARD STREET AS GOOD EAST-WEST ° SET 5/8" X 30" IRON ROD WITH • Ik Q3 C3 20.00 ' 47'19'!7' 16. 52' S.55'12'41"W. 16.05' 8. 76' c • AAO BY HOLDING THE 1" IRON PIPE LOCATED AT THE NORTHWEST CORNER AS GOOD. YELLOW PLASTIC CAP STAMPED / C4 20.00' 89'55'50a 31.40' S.13'24'33"E 28. 27' 19.98' THE NORTH LINE WAS ESTABLISHED BY HOLDING FOUND MONUMENTS ALONG SAID '{� L WELLS 6 ASSOC.,, INC. " CS 20.00 ' 60.05'01' 20. 97' S.28'2C'19'E. 20.03' 1 s. 57' NIT Z rit LINE AS SHOWN. THE WEST LINE IS THE CENTER LINE OF FANNO CREEK, SHOWNlift HERE AS IT WAS ESTABLISHED BY A SURVEY BY ALPHA ENGINEERING, INC. I C. S. 22, 322 I C6 25.00 ' S1'26'47' 22.45' S.05'48'55'W. 21. 70' 12.04' THE CU7 OUT OF TAX LOT 101 WAS ESTABLISHED BY HOLDING MONUMENTS AS C7 25.00 ' 47.20'01' 20. 65' 5.55'i2'33'h' 20.07' 10. 96' Z CALLED FOR IN THE DEED. 34 35 Z CO• 15.00 ' 47°19'17' 12. 39' S. 55•!2'41 'M. 12. 04' 6. 57' d 3 2 C9 15.00 ' 89.55'50' 23. 55' S.13°24'25'E. 21. 20' 14. 99' m- C10 24.00 ' 53.20'03' 22. 34' 5.3!°42'47'E. 21. 54' 12.05' • Li p Z • - rY/4:77CAL /1:74 rm CROSS sec rzoN - N. T. S. `n CC ' 0 Mi.ST ti.. I2""amp-) W ( . - as T A /llW r24ZE It • o� i RA,/ __ _ _ proTES. FoRk'di ,� -, NOTE • INSTALL CROSS DRAINS AS ^•raj NECESSARY TO PREVENT / 'C�'``v� •vim': • `., W CJORB 1. THE FINISH GRADE OF THE PATH IS TO MA TCH THE EXISTING GROUND AS EXISTING !c�` �' CL OSEL Y AS POSSIBLE. GROUND POND/NG i ycl�; to •�. =�' Z l "' • ' " • '' - •• •. • = �-;'; , ' _ - 2. MATERIAL EXCA VA TED FOR THE PATH IS TO BE REMOVED FROM THE SITE. GRAVEL. SHOUL 1 NO SPOIL MATERIAL IS TO BE PLACED IN THE FLOOD PLAIN AREA. 'k ''''" • \ EX I S T7NG \ O Cy 4--. .. 7 C.. _ 3. THE SUB BASE AND THE BA SE ROCK ARE TO BE COMPACTED TO MEET THE REQUIREMENTS OF THE CITY OF TIGARD. • 3 "TYPE'C' A.L.• GROUND `+••,`� • 2�/ MIN. GROUND S W TIGARD o7 7. • Sys► MAX.- r- ...r 4. STABILIZE DISTURBED GROUND AREAS. 1111101.1.1 O • O �p• • D4• Q o 01) V WINO r 0 DETAIL PATH TO ROAD TRANSITION - - : o 'Q ° 'o 0 0 •• o 'a• • vin 6, I I/2 0 -----.': • ROCK COA/A4CT. D TO f//milMIS ��// 9O 9G ASTM T-ISO /f /lr�r'/� /% 8 Of BB �� TO eE .CC.IAIPACTED - I2 TO 90% AOSTW TTIS0 Pi207e-cr- 15210 /`f -- - . �.. 61 ail ��i11� nrt i w ■ for » 13 14, • • I Chi I . w, \ STANDARD MANHOLE E • z 01 i N FINISH FRAME AND CO 'ER GROUT • > I O1ON �f t b71 � GRADE - \. • Z. 1 •_j �Z ,i05 �' t 30 ' 30 ' - - 11 - - - yfillt/M/ZAKV • RISER RINGS YARUI:ILE I a1 - N: (1 '. SEt FRNrI£ iN .,, �� (MAXIMUM 1 O") i 1 I { ! I i ' �- !.-__ 20 ' S• NON-SHRINKING • �� �� • a Q .. W - - -GROUT _4- . __ �,- .• I. �u 0 • + - 16• + - 4• NOTE: ALL TRAFFIC CONTROL I S T 0 COMPLY Y'I Try • . •'• • MCI. W12 / I / GROUT z � 3vim, � Z ^ o0c • �i �� Q y im Q u� •- Q u., j d• I ► f/ 0 5 • UNIFORM MANUAL OF TRAFFIC CONTROL . { W W oc = .q v W a � -PRECAST t MOVERE TOP OF C 8. p � p v p ,� u, � st _ _ _ I _ - - _ 2 s �� \ z• 1 MIN- THROUGH TR4 FFI C SHALL SE MA INTA IhED A T I as EOED - - - - - - _ _ . N ALL TIMES. / I o - - - - itt.i 4'' COI�C W c' & SSE / 09 • _ I EXISTING C.8 • €;k-'F pr r.1.,L c s _ --i; v . I I \ ) I I ::=1 j 1 , 4" A. C.'- CLASS CI- 2 LIFTS c� ExZS7 STREET CATCH BASIN o • 3' (3/4" - 0" CRUSHED AOCKI- M ODI FI CAT/ON • • • saw CUT rD -J • SOUND PAVEMENT \, 12 - rr-1/2' - a" cAUSHED RocKl NOTE• CONTRA C TOR TO REPLACE ANY PA VEMEN7 MARKIvGS DISTURBED DUPING CONSTRUCTION. v - T YPI C,4L STREET SECTION Q NOT INSTALL TYPE III BARRICADE • V - V AT EACH END OF SIDEWALK. • i ) 3 � � COm N. T. S. k-I o � � N 6 V 0 EVEL.O2ER U W Z `n Ce ,--- EXIST 8" WATER P. G.E. •TO INSTALL `!• STREET LIGHT ON EXIST CO 3 W EXIST 70W EXIST TELEPHONE LINE t� STWOOREET UTILITY O POLE 1 STREE., -/ - \ T !I6HT 0 1100 WATT. N.P. S. V. l . -p if k (- `I• a. 0 + 0D S', !�/. / IG,dRD STREET s M /�/ FIST ' 2 3 V -f �, /// ! 'f7'l -----�-- # 5 f~ 5 rb °0 /-UTILITY POLE 0 7 O j s 9 t 0 1; `� ,/�/7//__ ` �, _ EX T. 15 STORM EXIST. 15" STQfx�! N • �- -.- �i'_. i - - EXIST. 12" STORK!-� XZST. E. P_ • C4 EXIST • 3 : APEP. --8"c'►. wT ��wh , $* . . BRIDGE L OCA TIDN 12"PvG ,� 20:! TAPER . Q 7.04.o� Gatrt�c :�N I 7 # 98 CQNST. 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' . . 1:14 • f/ - - 0`� UJ VI /ems Got�i4STRU 1 t�1'7 2� 4444 F.1 " s 50 • t 1 . . 4" . • -185 1:)1 Z .✓ -180 ., kitait1/4 r_-..--- --_______-____�-_�_- -__ RTICAI CURVE t1ATA LENGTH 20G a a1�4 /'� VERTICAL CURVE Ca TA LENGTH 150 1 iPYt STa 9 • S0 ELEV 167.E i Z PVC STA 5 • SQ ELEV 160.95 • • •pA /.J' 1 PVI STA 10 • 58 ELEV 169.89 i� L �, 144 PVI STA 6 • 25 ELEV 160.16 PVT STA 11 • Sa ELEV 17�.74 P� y M PVT STA 7 • 00 ELEV 161.88 -3 5L.0 CI LOW PAINT STA 5 • 37.21 ELEV 16tI.7 i i./ 19h 41:4 IV .• ti QZ a p� �- 1 12 -170 • Z 170- OOCZ 015 Z . . • p H � V Z itir) o _p W Q • o `� - _ ,� � aM S0 48 EXIST. C. B. [MODIFY PER DETAIL) • a _- I5 57� I. E. = 167. 06 THIS SHEET -165 Z L ----H,_ _ ,,,t • • t):. : Tfrit.5 SSEET j • ' \ S . . . e GC �h IZI PA= 147 - N fa r . • In n Jr N .D r r. CO 9 d 9 n rr W • c c n w w o o G Z. a L o y - y �� Z illT . (.:l 14. C) 14 (1 4 (. 4 C) 4 L•) 4. C) 4 O V CI U ' Z • O r rl O W Q ♦ }• A ♦ f‘.1 • Z. 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STA. !O#O9- 99- 4;c.Ste. l t4�s►•9"1' - . ca. ei,__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - S. !�. TIGA/4D STREET co 7f•. QiO : . rY ..' / EXIST 10 STUB - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • (ei1�+1. P74.71r - �., �. 4( 1 �r/ /\ ) --r - - - - - - - - - - - - - - - - - - - - - - - - - .. _-- ST. }Th• ll-eloQ•'4'� '' � .,' Y"fA' "4'' a /// A . -r • BEGIN ONST. t� e\ n. ' �, $ 8" CSP `''R;14 ',EXIST:IC H 0�00. 00 0 .1: :7-: � ��ii AIM 54. 08 J itI 3 r " JST. S 4�54. 50 B" CSP IL 1 q I • IDLO WINDMILL ;0 8E ( �! . 0 ` o ,�; '_,,;:-.:: a • /41%/ ERSERvEQ 00 NOT DAMAGE , 1 Q :, ` ?, ! FENCE BEFORE MARTINS i ti I Q � v: N CONSTRUCTION. 1:1 19 1 V• - ~'N Q i 2 3 V �=,ti «:: . AT fie / 1 I I `'i . L1 " Cr• . ! . kki , Ae SANI T4RY SEWER PLAN �' , S ' • k: CV• 1 . . 50 • Li 1 1 -185 ., , i killiZ. • A.L. / 1 t1rii°1 1/TW_I--) 1'!_- 'a,. d L,A 0 - r--- I c./-i I-4 ,. 1---,.� . .—v It v est./ (I I i . —, • —r` l� — -130 1 GRANULAR BA CKFILL ((� N ;•1 W Wi I ,i - j 1/444 • Cr) q` ^ 1- u I - 5 �` LO qx_ i kk Ci gi ? Z f. 175- i--- - -T-- Q — 1 - -. j _. 1 1 �� I• • ! . I p i 4 I, 4s , ,- 1 \ • 411111111111% Cie i• 170- - - -- r ha O -r- --� __ -- t - — ; , :.- . - I tr) 2 ��I it 4- II I I 1 I I 1 $,/ Z tal CC r . / ti k, cc k cc tr)1 ' ..... .P129;47 /' 1 � A' •' j FUTURE GRADE I - - ��" GAP -. _: ( - - 165- r- - - 4-- - T--- I - - - - -- - --_ -- - -- �-- - -, - `-y I ���F $„�8 1 - / 7. b 5 U N su • A I 1 I EXIST GROUND I - - kefr 0• I S /N Ie7. taCi 8 STUB likkiN411/4 ir:t Z 111113.11111.111n11111 ! 1 I ; IEOUT =/ 70Gcs I 1 I _ • GROUND LINE 1 kri- I I I I - t 1 0• " y�O�� t I 11 11 �;' I I S .D ! ! t1411 I I 1 1 I 1 - - i c. 5 12' i 1 1 I 1 1 _ g" 1 I I I j 1 ' ! 1 - LF , 155- _ __ - _ _ T--�r - -� - --�`- fl Z -_ _ __ - --- ' 1 1 kit:4 S_p ZpI1 i \ z. F. IN = f 6�. fa �G2-Gb S•P I-p?' I ELEVATION 4 F 8 /E NV = 1557?.BP� I.E OUT - -163. 00 I!iZ• s8 a s/e3" GAt_w►NUED SO. Ho_ 225 _32 I ; l E OUT-/55.-6 - ' ' i •! a MACHINE BOLTS/V1IASHERS I __...__ ._ !� __..._-__- .- -.------__._ ----__--- ----_-_ __. -� 150- 1 - - - - T K -150 • , a It I i 1 CI - NOTES: j ; i I I114t1I47_ d ANI I. RAILS TO BE PAINTED BLACX WITH WHITE STRIPES. Z+ l .,.:., •I ' i I,E. IN = 150.- (k�1 11/ m THE WHITE STRIPES SHALL BE REFLECTORIZED • -- LE. IN i46.c70 (M1 ' 2": 8" RAILS -- -- _ - - �- -- —_ - - �C * FOR WIDER APPLICATIONS, MULTIPLE SECTIONS AS 1 N c :I ✓ I.E. OUT 45T-SA.$`1 I l45 v' SHOWN SHALL SE USED. 145 •- -t co ,�, ;j ; I z5.v9 D.I.P.T � 0 ��` 2-SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES i @ S 0.D?C0 cu A ,. FOR STREETS AND HIGHWAYS AND THE OREGON C), j I I I 1 ce > SUPPLEMENT. - I I ! t/f , o 3F•1 BARRICADES L I :1 �� *I _ -- -_-- ------_ --- -- — -540 • POSTS ;,� 6C-8 BARRICADE DESIGN I - _ • : I I i in 6C-9 BARRICADE APPLICATION i CC • I u� L-I 1 ill • 3.ALL MATERIALS AND WORKMANSHIP SHALL BE IN i I z ENDVIEW _ . _ v IE�• ACCORDANCE WITH THE CURRENT STATE OF OREGON I -135 z STANDARD SPECIFICATIONS FOR HWY. CONSTRUCTION. __._=__ ___.__.__..___. ___ _.______._.___ _-,_______ _ -_ ___ IAA I.E. IN - 145.28 (i✓ g.� ���_.____. __ _�-___-,- ._____-- ! • I.E. IN a. 140. 2 f/- (i✓ 10"1 EXIST I.E. IN - 134. 4 f/- (E 60") t• _ WASHINGTON COUNTY I.E. OUT = 134. 5 #/- (w 60 ") + ' '` •EPARTMENT OF LAND USE STREET BARRICADE —TYPE 3IL .130- FIELD VERIFY ri+ c AND TRANSPORTATION -13o v l p.� Of00 1f00 Z+00 3f00 4¢00 5�•00 6�00 7+00 • OAT! CM Eli3l1lEE1! DRAWN APM/A NO. WASi COUNTY NO. SANITARY SEWER PROFILE •�' •F''• '4)�" V 1/„/a, g..... _/,�,1— AEA 6-85 NONE M— 40 , BB ! . 1 : . ' 1z(YER'7. 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