Loading...
HomeMy WebLinkAboutSunrise Lane - 14725 SW Sunrise Lane 2100 1400 _ '‘ CONSTRUCTION NOTES: 1. Notify Tigard Water District prior to commencing construction. \:‘_, _ ~_ /40. 2. All work shall be in accordance with A.W.W.A. standards. 3. All work will be inspected and approved by Tigard Water District. eGoO. _ _Z 004 1 J6 AEG11 PROJI C T 2: 4. Fire hydrant assembly consists of 6" MJ x 6" Flg tee, 6" Fig gate � f� *� ?��� ,.�•/ t valve, 6" Flg x Flg spool, if necessary, and Pacific States fire 6"6V_ se F.fir.... _ hydrant, 5 4" MVO, 3-port (2-2 1/2" NST hose connections, 1-4 4" pumper) , T 6" Flg connections, 12" Pent Opr Nut, open left, color: red, traffic model. � 1 S� 5. Fire hydrant shall be installed upon a pre-formed concrete block -�-- _______, I -4-5' with 1 Z cubic yards of crushed 1 2" drain rock. Tar paper will be ., PRO/1_0,5ED 6"-P / laid on top of drain rock to separate rock from earth cover. —` 6. Poured concrete thrustblocks at least 6 square feet of bearing surface at each tee and bend location. li 7. 36" of 3/4" minus gravel cover for all mains . 8. Main shall be tested at 150 psi for 1 hour. Static pressure = _ C'QIi/y CT _ T_U. _EX/STI t 50 psi. l G,_D/ w/3.s. -_ ()Q_ 4 - ,p __.f/VD-_PRO_jtCT .. R 9. Tigard Water District will install all copper services upon com- (21 pletion of main installation. Meters will be installed by the - district upon individual request for same. H ri,si. -_P 1 f: PR J 4'T I *''=1 P &__1211_ 10. O.S.B.H. bacteriological tests required. 11. Upon completion of installation, contractor will advise Tigard 4 Z -5A2- I Water District of total construction costs to which will be added •�1 10% for district inspections, water loss, overhead, administration, °r _, - -- L----- - _ uengineering, irnlnAin per " - sampling; etc. ; �n 8` for x wits, as- e247_ _ U- - _' l built" drawings, intersection maps, etc. 1 ia r_ `TA�� nGv MATERIAL LIST: ENGINEER' S ESTIMATE: - ZQtes .-- � -- 2l � - Item Quantity 1,100 ' of 6" D. I . @ $15/ft. . . . $16 , 500` 1t-_ei"rALL-- _ttMJ J _1I` 11. (.,i1M., x..n.. _ 6" TJDI pipe, Class 52. . 1, 100 feet LL ` 51 �04-NY.�y _ 1` :Ort4 --FI G•-Pi eta .-.; - / I - ---- - - - 8"1441 MJ butterfly valve. . . 1 each CONTRACTOR'S ESTIMATE: 1 8" MJ solid sleeve (L.P. ) 1 each _ ' , - AT-6,' Wt21 , - 12 =-_t1_2, 1- Contractor' s bid $14,000 6" MJ gate valve 2 each TWD: 18% overhead and engr. . . 2 , 500 �® __ _ __ . _ i _ � �)} � 6" MJ tee 1 each - �J _—_ 6" MJ plug 2 each Total: $16, 500 _ 6" MJ bend As required G7,/ . _8.' FY I®{ s -' m -- 6" MJ solid sleeve (L P. ) 1 each — I SO-l21 �" �11 6" MJ x Fig tee 1 each —T�� NM ) , r� 6" Flg plug 1 each METER COSTS: ?", _i__Elat7,_PRO-J.E-eei-r:\ i 0 t F drant assembly 1 each 2 3/4" meters @ $775 ea $ 1, 550 Q wig is t6 1 4,5, 9)`1-2 , Rill petheacZY.,11-204asInneacir:pilhreisnetnhi,sai!Rfaetrbcifer:Ci ¢gy��1`ig�rd�s-- tieso �a •� la fur rer g€t�;IC\ \ f Effie►1later��_ �rs, for'?�e rVte ! �1 Q QQ - -- �tIEs, or gu.3r Purpose HAP 2 1 F-tCJ' ) (✓ Oy: --, srrtees $or, a PROJECT 2: MATERIAL LIST ASril 1, l� e � - . ' GiC� ® T�) � �`} )- 1 \ Item Quantity �� PROl , } ���� ,N ��i� TICARD WATER DISTRICT �� 6" TJDI pipe, Class 52 600 feet bar 7149 ' -� �� /.-_ 8841 SW COMMERCIAL STREET •TIGARD, OREGON 97223 6" MJ gate valve 1 each ,/ �, 6" MJ solid sleeve (L.P ) i each / `f j / '2t _i_ TELEPHONE (503) 639-1554 Fire hydrant assembly 1 each ' 40 �PpvG 16. �0^�'<4' WATER PROJECT Engineer' s estimate: t4�cRT E. S►�,� I 1 1� 1 = , P .Z Z [2 v -No i tf `1'ri 600' of 6" D.I . @ $15/ft $9,000 1 7 .61 -- Li R1 Lti. Contractor' s estimate: Contractor' s bid. . . . $7, 600 TWD: 18% Engr. -1- OH 1,400 Robert E Santee, P E Administrator $9,000 1d 001 - -- > v-APg— t :—A-D-UDI - I �' S °ate gr - i ° 12' r 337: SBS"'i2'€ IS i9'?y ,2 `E � I 307.7 + 204 a ''� e.„. m° o ' i 5848' 20"1- N off"• d M� ~ 13 2a0G s+92 og� �� e4 • ;,. . m"' •i • cc I• /4.35 .4c. B B 0 �• - tol 5 4 0 25 J i'c ' . � P O co2500 '• g° , 2600 '` �, $, SEE MAP . a 1 I 9.36Ac. .2 N,q,.4 J7.t/ Ac. - -„ - - - 10 =.: A,-s , 4847 o y' 5 0 .' ` NH9 w 3�� N 59°37''f 19T92' � _ :' ` - - e \ y r --32-S y -30-7,8 0 3 5 T.9 # -X, ' _ 0 3r 3000 0 --''''-if* - sa '1 ° 20 2sZ Ab & •_ brie " .0A-W' r S89°12'E 588 44'VY `: 445.5 8@0' 380.3 � i t Lt3 3 3700 ;' 3600 -4--- --.;_ s E 2833.5 4 - BSAe• IA38Ac. 3502 10 - 0 350029 '- ti g 11.434e. 2seiw''__ • 94k . Alt v .. .. . 1903 � � � . :.,;-:1:::::;'_1i:24::;--,-_,._;-_-_.-.._:,,-:4-4 1, N is9' P{�"Tit 4:'., -: x CJ 4 (cs:Ftait.seo) - .111111: il :v _ . { - , . 10 37.7 2' , .57h Z -1:: N y a •,E ` -'_ •._ _ '4, _ i' . ,ei- ' _ -i.- ! ---"--� �. _ -[t:,- „ coa E {+_ - 3 4 0 O N. 4a 12'$ #� ISO' ri iCSaIGgi33� a=o t._:. f t, 7.39 slc. 3 2.4. m f� 3t' 1� - ,; x * ;� - c 7 _. __ .. - _. __ 1 y-1+ _ �a� rr_• '� - - :B�v�S - - �-v _ •+ _`t A.. d.,c ._. �:.�' T"-`e;.�.- - ,�st...;-m` ._uia- zed, • '9•9\ 3300 -- 48. f_ :_ i - ro . ! >`= .,93,sc; _ _�'@ •` ,, _,... \ 4-Q.6' w.. 3.53 Ac. - _ e ,9A91i ., 23-- �8fl-� , lac)•.a.;�332 9 R J i I -4 g. • _ ,6..-,c,_::k.,,,I.,.__.:,„ • N89°49'E s- 642 7' �{- - -' - - -- - - ___ {., ; T {ir 1295.5 nt C ► S8'-`O48'30"'N. \ t 65T.7• CC ▪{ r C) zm rr rr 1 , •4. -O : 2'89 Ala i`�\ W Y_o 3 \ 8 9 a ai N,i�S°48'30"E. 0 e 0�� ,„.\\ 251,1 Es7.9' / \ CaNCELL� _ - _ sw cow*a�. SEE MAP 100 \ T.L. 1900, 2000::2001,2002:2 003 ' f .: . 2S I 8AB -_ - 4.8g /z.o9e. ���\ 2100,'210.1 2102,2103,2104,2105 _ .LL • � ' ,,- AP z €� , Al-� d$�4830"f 51.82 a�s'£. - o - ''.----2- : \' �_Qp r�S� - 2I" 4n1p� �2y0J _$i O Et - , a -- - _ '`��. a. : .i7 Rj_.. __ _ }T- .. 'eA=� .: . �5 0I ', .,crZia3• ..- 00,.; r - -N ,d Ar - ; ,. _ -.- - - O_._ •;_. • • 2 #I tn' i6 fi t `s+z € dF 7.94&tb 5@2435'I� �S` N. •• - "fi•e 0 �s _ rr S W • • 7d 1n 4,,t . as 2 • s.89 _30_, cal ! 2 1 )%z•P(Nos ` • . etiLL _ - ,io {y 5 ) I643i8' -�0�� aVy m) 't tl I + �Qr �+JS�GPi� _'� N RG,�O '•.. _- -'°"' '� ,. la 46 .. t_ _ `����bj'�e'te� ?+S ts6j� •F w . can /y �� �cbc� M top 4,szs_ l i r- ' •O �e- •04 oc 9 a°r •�GvO t'E�` • a:. :o- • s C.A.zbz . _, _.._ .as. - ?z54' -r �1.94 4C72 Ac ®.r9de. ®.. , 4,,,jC. r�.p )( �(`P ¢Y y.ss9si E.__.. eT7.7 „ 1 4.zoae. " �2t�� oc ,`� !32 s89"51'4v. „ 4 $ ,,., a •t� h d0 - . 500 2600 2oa.71' , fim �, I e ,;,� `�, 270• 1800 170fl - N `(�� aa.�°� Kati RJ4 Ac 9.77Ac. T.88Ac. t.cC;e l2.04Ae 1. �T p r 1.8B gg'F/.04c.o Q 1�9 d c \. 18G1 vi�208.71 �_ ,, ,� p t•: p 4.54 4c r a k 5 i_ 1,1 ''414.63 : !"� 1305 �e� GC3to \2 1�2�rp, 80 + I Oy - W b r • 657.32 `~t &i a -b 'l _(1 p 2401 0 60,3 _ . 'e ve 0e vc 1 �07Ac N 2�� p 4&SGc SaeC.S� i0713 `�re=o a0� w rJ 3 N , / /5/ �e •��te I-; P�� ° 878.4' w 657.78 '' \ / Q �(fi s N01097 i, ° I p 1 -- ° ---/ j I P p �V j 1601 G N89 5t`£. 0 68 0 5G6 . = r: Z 9 1 zI 9.84Ac vi p z j 3BSAr. 0 ' 1 ' M- SEE MAP _ i - _ ii , .,. . : EXI 5T!NG B"C.I. ----1 L . -,-...._4---- E XI BTING 6'al.H.P. 1 . EXISTING G" G.V, 3_104 2-EXISTING e x 8" SW 5 150TH AVE. --.........., Ad. TEE 3103 I I 3102 EXISTING 1 _ 3I0J , \-8rM,J, TEE 1$ 2.01 32_00 ----'---1-- EV 5T I NG 8 .G.V. • 3 I Lli • 1 i I , , I , n EXI5T I NG 8"C.I. , 1 , 111 P _ i= • I i I 1 1 I 1 1(f) :3SW1n5 _ AVE alcz ___ i 1 , ________ BEGIN PROJECT END OF PROJECT ________ , I _-------- __ -Tit . i.' E X 45_7'I NG F N. -0 _----- --- .----- t. INSTALL IN&TALL 6-"GM, ex:6 Ni:J:-TEE 1 -INSTALL Fit_ _Ma-TALL_F.R.---1-1( ' PLUG WEST FLUG TEF_Rowni , , . 1 . - 1 , 1 1 , I ' . I , 1 , 1 , 1 , I , I . • 1 1 I 1 I 1 I ' 1 I 1 1 1 II 1 I I I I : : I I ' , I 1 I I 1 i WOO 350e 1 1 3401 3402 tc.,ko 1 i o'? 09 •,..0. ,ec, al" AO "idke' es -‘s i,CA i 1 11.0 ::::: :els_1744.01iii:Vev'ke° %" nc2‘.' •2 .t\VN1 , ilOG A 0° boh.T .-re9i • ‘. SECTION 5 T 2. 5, R I-W, W.M. : I Ivika _exe „0-,.4 A%VG - MAP as i 5 6: f .--- i .09v:00170M cis., 11 1., _-_ WASHINGTON COUNTY sv. ea frA7' 0 OREGON 01 eAVP ' ;;' BDH I -•,... M AT E R ALS : - „40' or 8 D. 1. TIGARD WATER DISTRICT — en 6" M.J. TEE 43) PRoitita, 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 • a A [- e - Mt" PLUG c.f..? ‘,3,GINz4, ,4 44/ Il° 7149 S 17 " TELEPHONE: (503) 639-1554 PROJECT SW I 50 Tli AVENUE .._. . I 6'M J PI UG ON SLNR15 LANE `Pr E. Sr Robert E. Santee, P.E. Administrator Scale:_l'i-= 50' JUNE 2011,078 . , i ------ --------------- CONSTRUCTION NOTES: NI -- `` _ 2faQ3 1. All work shall be performed by Tigard Water District r �___� personnel in accordance with A.W.W.A. standards . - -_ 2. Main shall be tested at 150 psi for 1 hour. Static pressure = 110 psi. 3. O.S.B.H. bacteriological tests required. \ MATERIAL LIST: Item Quantity 6" TJDI pipe, Class 52 700 feet __ ___ _ 6" MJ gate valve 1 each /' PROJ5G� Z�aO 6" MJ solid sleeve (L.P. ) 1 each UtNi 6" MJ bend As requ'd. �Ci�' ki �If �) Fire hydrant assembly 1 each Q - i/Y1 � F'� 2ead- -25oa 1 N47.-(16\let .1[2 - e-- -r>- rt _� __ Record Drawing --c-v4D e(- ��}} �/+�y I This Record Orarvirr0 la rrade amiable by the�e Citny of Tigard croas a p public service s cely, —Lrl/� _<�� !� � /'� /1� -rf1�iY atOrlc'.I r3'���'iiEd t�J���1;61��li �`^c.s�'31, ` ' J C� ('r and�r y City rr5a ces no r3preS8rtat on , w rraritiG3, or 5�, rafl1Ees `' - r ��� L� 8 � of the accuracy of the material ( ` l� r1AptoedBY CC` C _ \�'�1b1 0 42`f'k.i 1,. 6,11v r�f l d N � T2� RI N 'NN G.1 •f 5Xi41 � III 9i �l �'i . • t/1AP 2 I S $ PROF si TIGARD WATER DISTRICT � ���G1Ne�Q ©� C� 71f+9��j� 8841 SW COMMERCIAL STREET •TIGARD, OREGON 97223 C 4 v f. 4,4 TELEPHONE (503) 639-1554 /PU®F67 E. SP�� WATER PROJECT 'ID-1T UVs. V \TII 7tA 12UNtRV.?.., t.,ANC Robert E Santee, P E Administrator Scale I1I` 1Qi-' 2' APz %?k e-itc2tF