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HomeMy WebLinkAboutWatkins Place N 5 E C l / O 2, T25 R) W, C .V• i f• /N3 TA L L Q" M J B.D. 7 MAP 25 / 2 B c Q w/z p7: ,N O METER SOX '�- ��.,.�� ,BENtND S/DEWALK - END PROJIrT WASHI NG TOIY COUNTY %��Y 4 OKCGON `', ..-f _ S' S I�4._ ti , \ / \ _s:3 1, \I p / N . 1 8 o0 1 / k f ,/VS r,Q L L q"NUJ B.O_ I w/2" I P. T. /4/ I ' <- _ i METER SOXD r° BEH//VD S,DEWALP; 1 t. 5`' 0NRT11 E C T it t 8' i / __.__.. _ ___-_ w_____._.._ v_,... ,..,._____,_,._.-.�__ /i✓,grAt[ 6"X4" -� RFDUCEft 4" TEE r 3200 I,I 2 ,NSTALL P.N. \ J " CONSTRUCTION NOTES : /// as• 1. Notify Tigard Water District prior to commencing L . construction. '' /7 — 2. All work shall be in accordance with AWWA standards. / /oi rm MATERIAL LIST: 3. All work will be inspected and approved by TWD. a 6" D. I. Pipe, Class 52 200 feet 4. Fire hydrant assembly consists of 6"MJ x Flg tee, 6" ,- 4" D.I. Pipe, Class 52 195 feet Flg gate valve, 6" Flg x Flg spool, and Pacific States f / 8" x 6" MJ Tee 1 each fire hydrant, 51/4" MVO, 3-port (2 - 22" NST hose con- (} / 6" MJ Gate Valve 1 each _._ r ._._.,. ._. -nQations, 1 W pumper-} , . 6lg. connections. 114.". 8" Solid- - � .� f Sleeve (L;P ) 1 each Pent Opr Nut, open left, color: red, traffic model. / C k / / 6 x 4" MJ Reducer l each 5. Poured concrete thrustblocks at least 8 square feet I/ / j x 4" MJ Tee 1 each of bearing surface at each tee and blow-off location. N. 4" MJ x 2" IPT Plug 2 each ' ut Fire hydrant assembly 1 each 6. 36" of 3/4" minus gravel cover for all mains. / / 1 . . . 7. All sanitary sewer lines 10' laterally or 3 ' verti- cally of water mains shall be encased in concrete 6" 1/1 , / thick 10' from brossing. Where crossings a ore neces- /; J gec��®���. saryif theymust be made at approximately 90 with at / - i��`G ses PP Y sr least 18" separation below water main. ' ` $�09,ycc to c h be tested at 150psi for 1 hour. �' o c kee 8. Mains s all . E i.°t t2P s 9. O.S.B.H. bacteriological tests required. / _ •\J keVii.�vd'"eyoe��'� 10. Tigard Water District will install all copper services f lif 'Ck. / / bco ��a ���`e ‘�� prior' to blacktopping of streets. Meters will be in- t r1 iS� t�� Pe� �` stalled bythe district upon individual request for i / �'0 a`pf't, ed� i �� (` same. �s6e a` �e Joke 11. Upon completion of installation, contractor will advise i • ewe r" Gy®� , i �® ��f. TWD of total construction costs to which will be added . / i kNe I" � `�e� � �` �� �' 10% for district inspections, water loss, overhead, ` off`st4 $ �y =' �� �ota� � `��� administration, sampling, etc. , and 8% for engineering, �ti 1vc� ' �' 7149 including permits, "as-built drawings" , etc. / / SON G ,I. .I ff INSTALL 6" .0,1, �n '�V.\\,,N: Y 16. .\ ,<z, .z I v f ,� ��4 _ I - — ____ _ _ ___ AVENUE f` WATER DISTRICT . . _ /1 . 1!V�1 T 1 /V TIGARD 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 y_ m _ _ - _ .4)//r i ^� TELEPHONE: (503) 639-1554 i - - ( WATER PROJECT `__-,„ WATKIW5- PLAC_E .-X,S T/NG "- g" a.t. O \� N • Ea/N /�l{O arc T COMNEc�' '�'- ®, `\ Robert E. Santee, P.E. Administrator ro EX,s r,,YQ a" �+I. W/' _. Scale: /" _ 2U' 8 A !16 / 9 71 8"__6"__TEE p — — —; 3 ,=o.e co.�.r. scc • 2 I — \ , \ ._.-_ - o�:-Si rE s �''� P4,anl BEc d�v V - - -- -y -- =- I -- T EX/ST. S'C�SENE.Ui - ( f.-_ / ' \ - - _ - / l 0 //1�I /� BACK =I / ' �-- - - / h6 // 2.34 '-NEAD r I /� -"�— -- __--- / 0-. / /A/ /69- - / 0'• // OUT/69. / . . \ i. _ - - -- - /// 5�' ,/ `�I / . : , .• ., - / s , ,, , / /7 . , .,, k / t i '" 4 -- ;*111161.111v - :ill!. (6 ,/ K �- a ]� \ 1.\ , . \ �‘,"2...__," pQ o POSES 0 - --_�'_ �/ 0?' '' , \ N.' \'' \ Nto ',v r /// j °.__`1. Aj_.D, _4".3R:... — / \ . \ \is...4 s /6154" . -......01" A r N ,. )111i 54- -S8-\---- . ,1 l T--------1:: ' 3'1 \-i71. - . ..)! ---------77/- V ,' \ rc/95'.66 774/9/77 Q� \ OA , ' \ \ j i, / \1• .9/------ ®L , 11 .,,,,-- 5c,-,c..,,,,tic;),4,e';-' ,, \ ,,\ c‘ \ \IV \ .. .'*\-\ --;,.'''''"Ltrr:-,';-7'1 e'. /6-16' ----- I 1 : ‘N 7 , , , •• . CD* ' C'''' \ 1/4o ° dit • , 1 , ---/-1-- ___ _,:.3.,,,\9 ."):‘, 7 \ \ L,.---,, iG: N _--------_ iii-1 ---__ __ . _. 1/4//73,2o ' i i -- \ i F , \ <-_, „ ___ , . , , , _______- i i 4rs8.74 \ Te1111).. �9.5 0 , / / , . \\ I Z Q' \ ' ,1\ . �,D • \ . =. S'O G r - /2`G P 5=O.O � •fir f� °n --- !--- -�_.�.__, Ji !,/ \ , 9 , �' • G P-- 8 /7,So cuc',` /E/Sa o C ` j \ \ 5E ST,2cc r• ` \,..... \ • .SEGT/Dit/ .�a.. h /� TDF>^o^'?,78� 2�� 3 'r OTES E<iSEN)E BduN,�A,2`r ` 5 . . \ . EASEN!£k/T, Boc/wDA,eY 1 \ if\\ oze.,a, g • p \ ' ,_,r \ i TT T A . 0 , 7 ANOC/T \ \tn�, O\ i I �G �- TG/9/.69' 9y `� �-, E�J�E.i//E.v: 1cd U�/!� `�; --./........t../7 /.7: 1 . —� • :;.. \ --_____44... :tilt ____-c____ ...... -- --te-----, --------- 6 o \it qi .,...,. \ . \ \ //vLET C� L,r 2 `4 i \ /N r,, OO % /87.5. 1 a 1 ," 1 - /#3933 1 1 S 1 I ' r 1. I LEG__ t•� ■ t � 1 40 2,4 i/41°,55°.:9/., ....\' 'it .6 6" ;�i _ , .. 1 Lu 1 ti I ii ` ��� LthbINU - ,, \ , / 6 - 34-0 -- - - _ W�- _ �t { �� / NOTES. • Em -� i . \� . & 20 �.� 1 �', ` "'�'- S -� SANITARY SEWER, hEW CONSTRUCTION 51DEH/AL,c 2:G„ I -•c /4�•A%r _..SIDE_ K/A/ i /cir' .5/,dE �. \ \ 1. STREET AND STORM SEWERS AS PEl'. CITY OF TIGARD GeFr S,Dc —� 6 "c'(Pcst/eE SLOPE/ To EF FiEI� �oc,aTED 41 SPECIFICATIONS. CONTRACTOR IS TO COORDINATE "`"$'•` SANITARY SEWER, EXISTING ) /F-r SGOPE o° / :' \ \, ---�--$S•----- STORM SEWER, NE'�Y CONSTRUCTION 2 / 3 STREET CONSTRUCTION WITH CITY OF TIGARD. F�oM r.c. S O r 23/, ! $$ — STORM SEWER, EXISTING i 4 , _T j s-o. 2. SANITARY SE19ER CONSTRUCTION AS PER UNIFIED �-�--0 -a. MANNOLE, NEW CONSTRUCTION • �.nc'/G,-1- CIJ,e'B O-Fc ' �' SEWERAGE SPECIFICATIONS. ______4) .___ ___ . MANHOLE, EXISTING • STREET SECT ION IA " 6ELow Lcrr Gr/,, c \ o-r-�-�-- CLEANOUT, SANITARY SEWER `�` 3. MEANDERING SIDEWALK TO BE FIELD LOCATED. .........,. W WATER LINE,'NEW CONSTRUCTION Al T5 �- CONSTRUCTION TO BE TO CITY OF TIGARD STANDARDS. • W•-- WATER LINE, EXISTING SO'-O" (0 I ;\ �, `�--- \ 4. WATER LINES ARE TO BE DESIGNED AND CONSTRUCTED 1>4 VALVE, GATE, NEW CONSTRUCTION „ I J y., \ BY TIGARD WATER DISTRICT --- D‹ VALVE,GATE,EXISTING _/'-°" 2 ki 4 '� -o- UTILITY POLE /Z 2% -rEs�.vDE ,'4' s/c6 af�< �1 fl •` RIP RAP SHALL BE .PLACED ON DITCH BANKS AND • • c TO £G ,=ie�.: r_04: C:'% •\ \ C� \� 5 BOTTOM MINIMUM 3 FEET FROM INLET OF PIPES AND - -� G GAS LINE, EXISTING LEST 3idEw.dc,C� Q # -----C----- UNDERGROUND CONDUIT G"E%�r'osv�2E { ,,� 0 r �-, S FEET FROM OUTLET OF PIPES. RIP RAP SHALL BE SF.ac As /1BOvE 2°/v 3,/7 % I d ; h / ROCK -5 LBS. TO 50 LBS. PER EACH. X X— FENCE �--i �, Q b v / / ------- -- PROPERTY LINE /C/G f!T C C/,2S J �— ir} �'} ^ ' a aae a s o/ . „., _ssxr_a_ CULVERT • o.6 s Fr se-Low ` 'U p LEPr Cut$ 5 . U\ f 4',5/1Dcw LK 1 STREET• SECTOki 1•8 r i cASErv;c=vT FX/S i" A� 22 T o 9 /� �'� , (.� Vic, /� /,.5 c3 Iv. - /�� III t1 S / I .. `'. . l i/1 , I - � �� c . \q� r /� �I�r 0�00= 20 f.33.¢(0 co•vST/?!JG•7- /1✓.t r Ov � EX/ST: 5-e v e\ �� \ \ IItJ /GO. 39I J - f• • i o*�� BEovLEF7 ��, ! Q /fo'o.9B �"X/STi�tJ6 ,flOWce DOGE TO m �--/ s_ 4-'O S \r I �`� (' �V r 3E ^lGr!<'>> 3y OT/fEeS k 2G9LF _`8 -O.o Dvr /59.5/ P�/o2 PTO GQ GT p�/ \Yr \\\; \ c. J ���a.� �G co�t/sT.evcrio�v � — \. - _ _ =ExsT ;c 9:5a _ — _'1 N 7.c/9740 .Y 0 -- ' Exl -T. "-4$ . 5 ' J `\\ \i. 4 -. . no Gtr OF EXIST �.Cvcpt .1 — X ( t I \ , ,i \ V % , I _,\T - - , .,..„' ;. , \ _\ � Ex/sr. Ate/ /97'8746, 0 ` ' r /E /58.82 4 -_,__________,, - PLAN Ew II•`c('r L[) ) h t,'.r'' �- itt. /O-/-80 , ALL AS-BU/L T /NFOR/VIAT/ON FUR//SNED, BY T//E DE!/EL OPER ! -- -- -- -- -- - - -- THESE ACE ;;FTER-ti:_ ' ;'. CT;'CN PLANS. • (C.3 PRv,-i, SW N WATK I N S AVENUE �� CH:A`:CES ARE NO1 ED BY A: 3I ROBERT E. MEYER SITE PLAN OREGON WATKINS ' L4CE �G a ^ ENGINEERS 1NC. STREET , STORM SEWER , SANITARY SEWER o�44,r 73• �a`*R- ,,_ 14250 S. W. ALLEN BOULEVARD FILE K, aNO" -=_=�- BEAVERTON, OREGON 97005 DOUG SMITH , DEVELOPER TIGARD, OREGON _ 0 al//SF ST.��T SEC• ! S7I'M 5CZa• deC6 8/-77 PHONE (503) 643-7531 /457/ - REVISION BY DATE NO. REVISION BY DATE DESIGN: N.G.T- I DRAWN: /V.G-T- CHECKED: fi. APPROVED: 1 ?-,/ 5 SCALE: /"= 20' I DATE: ✓Z/tiE, /97T 457/ NO. 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CHECKED: ,eFG APPROVED: 1(2 k SCALE: N- /=20� Y-/'r=5' DATE: ✓vA/E , /977 4 �. ,. . _.. _ _...... -572 .9N K nIn1C�`',� ,_. NO. REVISION � BY DATE NO. � REVISION I BY DATE "�. "" rrr /r�il00iri1arr>rllir�ilr��psss �tiaparErss �llllCl�SiMaiiclrbm�ira+slmCCG�"irrrr�rllriiiii�rrllrC��lrirrll�■■ r irrrrrrrl 111 rrr�rr■ �� •r■ �� -� _.. . . . . . . . . . ..e . . . . 5.l4/t .K/A:T/1/N5: :PT�4,CE. : : . . . I 1,..k t..\ „....,"---.1.------7 / ------ -- --____ __» / 7g. / .,.....,.._ i.,. • • • : :i.z.7.8_0 /. . 1/ 1 14 ( / •1, I N \a / E.Q.U.9T/OAl Z . o�o3. 6 11► � TA . ST/ON s; , $ . , ....." 6.............2.*34..AllEAD . • / /Oa 4 . I. • .. ''' . /4-1....3-`3 -- " ' /.E..,,/6-37 . .. . . , . . r 1?. _ _ . . . . . . . . . . . . . o i .o. qo: : (Co'lv.5rP&cr:Q veg 1iv i b:39• ' 'Exr$T.'4/NE) : : . . . . . , . . . . 'our'/..9..5 /.5-m : cO:.v.T•2.i.74 t 're) : 155 vrehic'r •p,e' ' •' -ro.,: co.;4sr: / e ....5 4 5 -6 . Or a, I` 2 • Z . . �� 7 43'cLeAivocir /09 •L- '. /E.2C50;74L • -A90 soosvj - - - - - . i2eoP.. 'G f/¢ IFtF_C,C!•7;„D: ,,,rt•tr-1,:""%':...,."-'1:':7-N:ALL AS= L E •• /a-/-80. . . . . . ;• : : BU/L•T •/AIFORMA.Ti�ON •F!/RN/SHED^• L�; ` • By 'THE` 'DE7�EL'OPER :...:L8 ...... ........_............_.................._ ©. . ,. . . . QS . . . . . . . . . . . . . . . . . . . . • • • . . , • . . . . . . . • . F s �L:,;;; ,;-,-. - i;rL;,i�;,.. . . . ' : : . . . . . . . . . . . . . . . . CI-FANGES ARE ?',IC=.EC 3; A. ii_, • -. .. -- DPROF (� 1 i PROFILE 3 �`� INF�s�, I I ROBERT E. MEYER 14ATKINS PLACE 3 `� '� ENGINEERS INC. SANITARY SEWER r /r a1 OREGONb. .�.� +,, 14250 • S. W. ALLEN BOULEVARD DOUG SMITH , DEVELOPER TIGARD, OREGON /242`Eo� Tr it �G ,�� 0 :.... BEAVERTON, OREGON 97005 a O� <Y 13. �g �O PHONE f503I 643-7531 DESIGN: N G.T. DRAWN: Al G_T_ CHECKED: 2FG APPROVED: J��C� — SCALE: Ai— /=20. 1//'=5� I DATE: ft/A/E, /977 I45 73 �: r.,-',•',.•- NO. REVISION I BY DATE NO. 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