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Summerfield Plat 12
SECTION 11, T2S, R1W, W. M. Q MAPS 2S 1 11CA & 11DB Washington County, Oregon / Construction Notes : - a W. SA TTLER ROAD 1. Notify Tigard Water District prior to 11. Upon completion of installation, \ _ _ commencing construction. contractor will advise Tigard - - - 1`i KA4 Water District of total construe- /2"xb" cross _..ex%s r_ri :/8 .b..l, 2. All work shall be in accordance with A.W.W.A. tion costs to which will be added standards. H Q 10% for district inspections, water / a -1 3. All work shall be inspected and approved by TWD. loss, overhead, administration, / CONNEcr 70 L%/ST//✓G - I l a' EASem EA,r - (a'/37 IA/a /2_1,_r. „ sampling, etc. , and 8% for engineer- /a" X 6" CR03.S W/6' P. �'s.Y. 1 I sr'.4) ( P// 1,/G,,,s MJ x Fig i tee, 6" Flg gate valve, 6" Fig x Fig spool, and ing, including permits, as-built„ / drawings, intersection maps, etc. 6 � Pacific States fire hydrant, 54" MVO, 3-port 64s --_______.____ _- I (2 - 21/2" NST hose connections, 1 - 42" pumper) , 12. In accordance with O.R.S. 264. 320, 6" Flg connections, 14" Pent Opr Nut, open left, the developer Must pay a rebate color: red, traffic model. charge to the Mormon Church foril*Kc:j- I - 5. Poured concrete thrustblocks at least 6 square connection to the 12-inch main loca- /AmsS7. LL ®Ea.aslRED , feet of bearing surface at all tee and bend ted on S. W. 98th Avenue. This 4/i'EtQt/ 643 locations. amounts to $1,105 (340 ' x $3. 25/ft) . /lof 6. 36" of 3/4" minus gravel cover for all mains. 13. Material List: 647 1 7 . All sanitary sewer lines 10 ' laterally or 3 ' 8" TJ D. I. pipe (Cl. 2) . . . 90 feet i vertically of water mains shall be encased in 6" TJ D. I . pipe (Cl. 2) . . . 1, 350 feet ------- -- -- ----- concrete 6" thick 10 ' from crossing. Where 12" x 6" MJ tee 1 each I C) 64Z crossings are necessary they must be made at 12" Solid Sleeve (L.P. ) 1 each 4 V 4j approximately 90° with at least 18" separation 8" x 6" MJ tee 1 each 648 below water line. 8" x 6" MJ reducer 1 each -�` 8. Mains shall be tested at 150 psi for 1 hour. 8" MJ 4 5° bend 1 each 6" MJ gate valve 4 each 9. O.S.B.H. bacteriological tests required. 6" Solid Sleeve (L.P . ) 1 each 649 6" MJ bend As req. 64/ 10. Tigard Water District will install all copper Fire hydrant assembly 3 each up 6 services prior to blacktopping of streets. 44 Meters will be installed by the district upon ,:y individual request for same. 650 PROPaSE.D - j 6" DJ. /. 640 Lars 65a, 659, if6 66o ,5'/,25'; /2" /Y1A/W ON 98Ty AYE/"vF _._._.. /:/STALL 0) 6"G•Y. ¢` F.H. 653 rn LAKESIDE DR. .} t 0 639 - 1 656 6-55 654 6 - - _ s. 6" D.,. &" C S p h dr.y,, a 10 C. - .......------77---T /NSTA 1 L a5'z3orip) a"of 6" \ % /�1/3TALL 9INDS, INSTALL fl L75, TEE YY/ $" x6'! A'E_lieFR .�iS r?E pri 1Rf13 AS REQ'D ¢� .�N. Cot ES r}- di 6" G.Y. 5 \c-N'cA\' P . kl N.c. 80/\)</, � ' CDA�NEcr :TDREX>ST NG ti _PROPOS E1? 6:".D.I. j B" G,Y. Yv` ° Da. ,6 -'--/JYSTA L Z . E IPS a . 8" D.1. YV/G.✓.'S 659f. e_6b -68-- —670_ 6_ I6_7 __673 _�_s74. 6 5 b` -F 3 Z.' ----- - -164 to c): �t ' ..,'/1 Asa S ®ce ���iv ,, i->/— ,-,,,lidin' WA WI , 01 I . `3 :6_6 itte m Qt G� ,a ,E tt�$alat °�1. 00 — o /•V.ST A 1 L Ai L' 66 3 P�PpcOaaed 5/. : i' - TIGARD WATER DISTRICT 1NSTAZ L 6" 17.1_. W�6.V. -c BNN E C T O EXJS T,NCJ: / -...D../. 5 F H ___--_ ./ iY I S 7r/ G 4,DPROPI'so W/ / " x 6 rec 0` S.S. U 1 END AROJECTL A x C� GINZ b. 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 1 _ � ' � Y , �7149�' 1/A, ,4/ 7 TELEPHONE: (503) 639-1554 EX/ST/N6 /,Z" D.1. Wf All._ WATER PROJECT 6610- (�l �' vG<Y 16. 1g�°q 4�" 5 /)M1v1ERF1EL , 12 1 i Robert E. Santee, P.E. Administrator Scale: 1 /i `..„TO' -_.---- - ----,_-.._-.--3L MA/. -/9_76 . p _ I 1 Or a 3 a 1 1 . 7 1 . 1 1 t , 3 1 1' l 1 11 I 1 l I 1 1 .�1 1 i I J. 1 I RI I = I • _1_ _ , ' r 1 _1 --1 -k !-t ,-t -_G-`_; _-.Z_ ii _ . -1 L. i 1 ,1 1 I I I 1 1 1 1 1 = 1 - • • i ' • • t : • • • • • . 4 c G F °t' D. • !a, [4444.444••••••••••••• •••••••••••••••••44.4.44444.0.44.444....444444•4444.1.4.....•••••••••••......................" fi r,•`vV A 3 z ... ,✓ R i i ________ ________ _____.... ______._ C i.: ;•, • i . I • • ._ , • C i 1 i • a {• `, I. , • ' 3 i �..._-...___..,..... _+.�•_r t - ____._, _.�_ ,S. ' . . ,T^ 1 ,1 I t r ' .__'1.,. _,a ♦ .. I • -: „- ; '• -..,• ,� ,., _ ._ ^. _ a to • ., - : T'._ �' 'F, .. � , ate- . A — t a i `� • RECEIIWE la Iram- / �`` _ ` - _ -- .....--..........1. �,� l _ ' r, ' ti \ // w.r�.:_. � .L�._��.�...... �:�,� ~,. ._ ,. ,. .,".. .:,,Rti__.�..�. 1�.:'__.._:J. ..�_ ..�. �. .- , . 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'v.r _ i i �a �- , - ' . - - y _ - 1 r....Y • • t • ) iI i ' J L �) p • 1; t'� f • f Y ' f f _ �_ __ ___._—._ �� �_ ; ` �— _ 1 7€ - • • 1• ' ;��>`�,"?����.� \;"O1^i;ti�Li•�T RCN r\;�i✓ NOTES: - .- ! = UEStT N l . ` i r--r1 . ; 4 r-- r-t , 1 - - (� j^x. d A a s v i si o �i... S.a.6L.�y i r e ,-1� ��r �. ._v!w�• .. �.,.% ice✓••; ..• , `� '^-r' _,. 9 '�. o��•, ,� /'� }r /«`, i P'^`\ i�l V• 2... ��$ NO. k i i ,r �� u,. t __.— 4 i�..�:L � �/ + 1 © i 't ai � ?�' C _ d N 5 ` I• 4 44 -t r — j5 /"`t \ U V i \ 1.« Y �{ 2 vJ e f 1 1: ? TA 1 �i, yC Svf ` J t y SHEET 1. 1 t t'Y C� } � y Q a` kr r r. j - - - f '' ABUILT i ce.-C� ED 3 d wisrr c J Y �..7 �1 3 $ a '•:r s .7'�r� :} /1 _ C .� _ I z • 3 ENGINEERS $i RVFYvRS I t �-+ t L n w • t 3 REV. R DESCRIPTION , SUB APPR. DATE , i. 8905 S. N. COMMERCIAL iz �c .�1� �-_ y TIGARD, REGO` 97223 u eS REFER.TO TRACING FOR LATEST REVISION ; - . t• ` — :P'0/ .24/S 5nee* 1/42 - „; L�.a51 �_._,.- _ .. +- _—.� __. _ -__—-- __ — - - -- _ _ __ .._.._ - _ - 5 `- _-1—i �, - f-1 - - - — I -- ii _ L: I 1.. li I �J • I (I ? i" + -L-i-iL T ..'1 it L 1 1' S it �� ! �`�L !9 +10 �— - I 13 -1 L L. ``` 711 11 J • 1 2 �'3 14 t 6 I 17 j Y .a l 1 , 1 1 / . 1 1 1 . 1 . ! 1 1 1 1 I 1 l 1 1 1_1 1 1 ---A--1-1 -1 1_ . 1 . ■ i I , 3 4 -..-1 r--k-*-k-r-l- --! -i--T �.1 -I 1 '-_I- 1 -L - �- I 1- -i-- 1 I 1 - ♦-1` 4'- 1 4 • ' :_.3 - - J , t try„ - • f• A' 8 C D E F G I . • / �W SATTL�R 2 D. a c", i� E. 2l t :a :� E S - S T ? E T S: . , CEid'TE2 LINE CURVE DATA — - ALL SHALL r•�_fi � ^ 1r1 nr �^.�t�, •�',' f.,"_ i•-i �J�' - PLANS '"!1'� ...�.�TT •♦ :��:k.: AND i>!.),.': CURVE DELTA RADIUSCHORD : I. BEARING T. THE 'WORK SF P, .f D � ' ' THESE • . C _ W sC"' i • ---, _ WOR BE ERF O( ,Eia . CDN OR!A-.NCE .. U r L I THE CITY Jr �'IC. RiJ 'Cl--vtSTANDARDS, IN -THE EVENT �:" G CONFLICT BETWEEN „ ESE PLANS AND 1 -°1 ' n 1, 1 2P r` i 11 E %, // Y .THE CITY STANDARDS, .THE+CITY STANDAR L'S SHALL AU' ,PRE i,,:+,�+' ,;4CrE . / 35 ,3 5a 133.70 8u.92 i -7c 3G :s7' -� ,. , _� • ,!2 D 2i 2. NO ITEM OR PAASE;•OF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTED 3'1 THE H" CITY raNO--TNT °- ''4 t1 '25 05 137.00 N-67°0014-" E 2 . 10 Zk -� •/ • r .12 ® 21°2815 125.00 59.38 ;4-65'21 '39"-;_ 1-'-Y PICA L S 1✓ ti 2� _ STANDARDS.. �•f 1L- 6,4/ — — ALL TRENCH SACKF:I-�. 1!,TFR IAL A1>!D ;i�T!;^vII.�s Surr,Li" 'Br- I!4 CONFORMANCE ? ;" ;l �1r,Iti s:i�� 1, ^ii , �;` ^r'6O ;=� PSI. f1' �ri 6 'l T "H,C �r•-CC�,�`•�� rr� 'i H� pL�VSE,I.�i tir•Y AND THE 1.�1:n._.�.~:?V!�� Lri "i-��� r7 i�♦,.'V�.I.c! r o 7 f n ' a l r JC ---- 2 ' I rr• > ram. Y, , T h1ii1 L CEN�.,J i�...*�..,.. . U ,• .- .n T^ "�7 `� r`r1t '14""3� t 42 T79.as 78.66 -7.0 G5 �� -r � i - �--- ALL ERIU • .,,E �5 S, ( `� , i L. •- 2" `1 SHALL BE SECfSREtn. �s�iD PAID FOR BY THE. CONTRACTOR Pf...Cn TL ..�,'t: _:iCili:: CC'i'lST UCTIGiv. f' °r„ 1 /f , °1� „3f, I- /-6ry Cyr ZJ • 2T .u1• Ci sOG,OC �5.�o S-7.a ,, � -:. ii t /, .. . , .. .. _ . _. _ . . tti . /-9r r I I / - ----a: ,- 16 !Nr'_? 5. ° '` `u r i' f RU T �i'I, s i C0 .. � a T ,. J!. BE M b. P .I OR TO COMMENCING ` ONST C. I I Tt E CONTR CT0ii SHALL. It T IFS L r TI14EN L COMP HIES J ® o,G,'f0�1f 100.Ot, ��.�.. S-7� :;�+'33"-E -�- �l I /� e��'7 (J-!j ____ _ :c .2 s i , AGENCIES WITH UNDE.RC.ROUND FACI'•_ITIE.S IN HE PRO0EOT AREA SO THAT , I s/V f �y � / I :� nr � �� , u LOCATED T c� nn•I n r+ s r'�Ln• c Ii C � c1���IT" u'/ AND STORM `' �"r• , /-. ,-G .I� If f,� "+t �-C°nrlr 11 I � � / >r• N.4C,�1\,F'1i El..• L(,C:ti G'D 3• AV?eE!., a.,S, TEa.EC�ii VI'�I-� �i...;C, v:l! t', ., V �� C.i: 28• I.;+..:39 r i .�30 S-o� c.. �5 -E p /, I.' ` I ,,L .�,•r C. I I �::� a, THE LOCATION OF E'{IS T I'L. F .CILTIFS SHOWN ON THE PLANS IS FOR Ii�Fv':'t1�'TICi� ONLY AND dS NOT LEGFJV D I 1 I /I `' i ' l' �' 4u G�in�Al`IT�.tI) CO OE :�.CCu��;E. - • 0® V/PEFL CHA/R RAM P i ' s S iti. /61/C`URIS 6-CP6'v';�,,11 G / %/FT 1� { 'G��E'XP/JSUR5 y1 /" 2nd / I T � • s.r- 6-"'�� ; `. '*« s.i•JJra "'?k;'•i,,:Fr,��'r`,!vi.:wt!.bie ,c:w '' ///- r f ire 11 ,'"''h"n ,T..a.-- ; �.: c.�,a -= 4 r /•! `rNJCK CO/VC, WALK 1 �_ i•' u 5 / G BASS ROCK; �,-, `a - RECCELVE \13 , . ,' THP Li D/W: :; 5 L.) ,, • 0 �-i,• s FEB 2 0 1979 !� CITY OE TiGARD • • 5 o3.57 P1`•- .5;1-0j. 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