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17000 SW Pacific Highway - Avalon Park Apartments 1w ci I� / V) w II PIZOLJE.CT N . W. CORNER u I j N/ � , �•' SC- AL. E . I - 30 lWIZ � Q / 8,' MJ f5J i TERFLY INSTALL STD. TIGARD WATEK INSTALL. FH . I jAC � d � N/ALIVEF DISTKICT FIKE HYDRANT A55EM51 Y (TYP) SD 15 PUBLIC WkTE. i� F. /�SSEMF� LY I ( O1 EASEMENT � �, � �11 D• I . � � 84 �. i . � QIE � I • fc(* � r>, r� I� r>ir>, �IIII�I � r1>tir>. � � � � � � � I�r� �l ■It � � � � � � � � � � � � � I � � 11� � � � � �■ � R � � � �111 � � � � 1• � � � � � � +� I� � � � �sr� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � t � � � � � � � >• I■I� � � �GJ� � � � � — � � � � - 1• � � � � �. � ® ' I ! " „ 8" M O x Z " I P T TEE _ :. 811 MJ )c SIE I PT TEE 8" MJ 4 N i IZ 6UTTERFLY VALVE t I � � l� 7 . � 5 `' P E D W � IZ " MJF 8 " MJ TES 2 M W / Z PLUG 21lM W/ Z PLUG THRL15T BLOCK i 1 � wk w/THRu ST � LocK W I 1 , W I 1 ~ Z Do `. l 0 1 8 " 15UTTF KFLY Z 1 ; VALVE �,jj 1 - I - - -' ► of � W F-- - � � I WQ w � w M j TEE �... rn F F � W / 8 " M J PLUG tz z 152 . 0 Otz - F . F . 149 . Q I Z � ° w i , E , 2 � 5 " BUTTE K. FLY W Z aC 1 F . F . 14700 _ nlwr nn VALVE O o() o . z 2 D. w 3 � 1 8 " MJ X Z" I PT TEE Q `� g W / z " PLUG co O Q -- o a 1 ♦� 8 " 4 ° 8 WIP W / M 5 E TH ST 61.. DG K 1 I21 W '/ �J P LiU �T' TEE �., � ♦♦ I 1 1 1 Z" DCS ME.ST I C ft&7E K i F . F . 144 . 0 a•� � ON -- SITC CONT fZACTUR (TY P. ) (n will Iii/2` M Ln r 1 ♦♦ ~ Q U � � F . F . 14640 � - ANN Q �- _ F . F . 141 . 0 �♦♦ (f) W ♦ Q — Z 1 ♦♦ ow -� F . F . 14240 t W oc I4 NSTALL FIRE Z 1 HYDRANT AS5EM5L ♦� W LL A 04 LIM 8 ,. MJ Z ` i FPT TEE Q W / ? " PLUG - . .�,,,,,,.� • a Q 000► • 1 / 1 - 8 ' ` MJ 111/40 1 - 8 " MJ Z I/zc I cr. U 5ENt ) 5 W / THKUST k3LOCK 0! m i Z - ♦� 1 M — _ �� i = -- +A . 111111& - ' I N 5TA LL._ F. N . - 1 A55 M 5L.Y 21 1 - F , F . 142 . 0 s It Q 1 0010 to 71 VOVS�A �►�' � r' 8 ' ' MJ x � ' ' I P TEE F . F . 134 . 0 � - T j -- to 1 " M w1 � „ Plums to to 00 �. It 1 / os Is' '� -- �- ✓ i Q � 1 , G. " M to f 4►�, N T &L L F. H . 1 . 21i P, W. 1 Z D.v'U. — i I .-�' ASsEM � LY , i S . W . GRAVEN - STREET 000000 E ,may F . F . 134 . 0 � � ,� � � U � DATE I IZ" buTTERFLY YALVE �I ` W ° I) ECEM5EK Zv, 198g iZ" MJxB " MJ . TEE / �� 1 X EE REMOVE 7, " FLOW - OFF AsSEM � LY Sg L. E I " = o ' DRAWN BY : / THRUST EbLOCK I // 8 MJ 2 1 PT TEE 1 1 ` W/ Z " Po LUG 4CONC METER 15OX , CONNECT NEW •� a Ei a '. I� / .. - I Z " D. i . TD E .X 15T. { Z. " D. I . M CL G . K. L f E iZ BMJxZIPT ♦ C � � � • 1 TEE W / Z. 11 �-'/ ♦ ,�- CHECKED SYS � co UG ♦ � �' - � ♦ , - NOTES D. L ARSON -•'' INSTALL I2 „ C�UTTERFLY rn ` Cc REVISIONS to 00 1 . SEE SHEET 307 FOR SITE VICIN17Y MAP , DETAILS , 1 VALVE F=- 40 0 � r10 � �� CONS"T" RUCTION NOTES , AND COST ESTI MATE . 1 o •w o` Z I/z ' = 5END5 W/ THR. 0 S 13L OCKS 741 _ ► E y w s a•1 � � 3 MACKENZIE ENGINEERING , INC. 2 DOMESTIC `,, J { V � �� - � � � _ © 1988, ALL RIGHTS RESERVED A ER � I LL PROJECT NSnow . W CORNER a, iv 00 Al THESE DRAWINGS ARE THE CONTRAC` 0K SITE 4 , O � ANDRINo ARE OT(D PROPERTY Of MTOKtEZIE REFqop3 �,/ � �• ''" INEERING INCOR }ORATED E�(TYPI CAL ) . P Q 1 •� so E OUCED IN ANY MANNER . EXCEPT a .�. p� C C d WITH THE WRITTEN PERMI !• � r. .- siON OF MEI . o ; SHEET 1 � W4 Q SEE MAIN DWG SD - cn FOR m >% Z C/) PIPE SIZES Vp461 VE54 TEE '� n 4 caaa)iM a) 1 1 r cu0 • PLAN m A of m 1 r = c m � , Z JOB NO: AS RESUBMITTED FOR TIGARD WATER DIST , PERMIT 1 / 4 / 89 2 88 15 49 i SW Svv ! Q !` C t + M{N ( I I 5� 1 10 BLVD t G �4� SW V►EW.. � UN C i CTION NOTES Ii 6ii _ -- -- -- � . _ ... .� . . ...r>I j +�- ;# . ± -4 G9�- tt fl ,- . - MODERN MUELLER CENTURION � + a �' afl —��—� � i 4 � � � sw a i it g W F t � ` M. a rK '" v tSVv 1 < ;�It � % FY TIGARD WATER DISTRICT PRIOR TO COMMENCING CONSTRUCTION . X39 - 1554 OR I - 0 BEHIND BACK � { � ! N 3 4 f E � --�--�-> FIRE iHYDRANT, A - 442 , 6 " MJ , OF WALK 3 ., ,w $ay 5 1 /4 M V 0 , 3 PORT , 1 1 / 2 '�,� s C 2 . ALL. WORK SHALL BE IN ACCORDANCE WITH A . W . W . A . STANDARDS . PENT OPR , NUT , OPEN �'�6 _ , LEFT COLOR . YELLOW i i sw — P AND APPROVED R ,�{�/ �� 3a ALL WORK WILL BE INSPECTED D OVED BY TIGARD WATER DISTRICT . ' Ar °`, q RqF� KA 3 i f` :ii. a" �1h KaI3C£ KA ietST o'eteete KING DR IRS; IYDRANT ASSEMBLY CONSISTS OF 12 " / 8 " MJ x 6 " ' SLG TEE , 6 " SLG x MJ GATE VALVES , yz 1 $4, y .� � s :,�.,� �Fl� .. �a �� Irk ._p. , •. \ GOLF(` t (+ P & COU!Y R x MJ HOLDING SPOOL , AND MODERN MUELLER CENTURION FIRE HYDRANT , A - 442 , 611 0 9 1 ,; , � . � � � � ecus Md 5111 MVO 3 - PORT ( 2 — 22 " NST HOSE CONNECTIONS 1 - 42 PUMPER ) , 12 PENT OPR --¢ °_. •--` =' ^ ' � -.. -- 4 _ _. �„ �� I�liOPEN LEFT , COLOR . YELLOW . � � S.N ,..� n �� �., aK ' ,, oK .,rte "�" Pi � % �✓ lT q .: �.� :1 : ' . • VALVE 8 0 X , ---- - --+ TY GOOF flitZ 1 ti °° — SIDEWALK EXTENSION �C- U t{AM, , now ' � - - � 5 , FA (:.; H FIRE HYDRANT SHALL BE INSTALLED UPON A PREFORMED CONCRETE BLOCK WITH 12 CUBIC low 3 OR LESS _ � QPICK � > � � � j � ,�P•. ,, x � � � ~ $ a sw i? YARD OF 11CRUSHED DRAIN ROCK . TAR PAPER WILL BE LAID ON TOP OF DRAIN ROCK TO ._ I_ A . C . _ � + SEPARATE ROCK FROM EARTH COVER . -- - amem, I _ a r• .� . . xi 4 "1f Di (n � , . , sw �IcKsoN �; � � � � ?;-- couRSE yL•*1� ac; �, � 1 tt = lii — 17/ _ _ _ , -- —s414 `t l n - /A =/I Ili f i�/= ��/ ,. tl CY�z Q�_� y�/�; �� ` 3j1� __ 8 •YI 1 R•, •' MY ) I / l I s/ = �,, r-✓�— y� ? VILLA EJcJRE, D CONCRETE THRUSTBLOCKS AT LEAST 8 SQ . FT . OF BEARING SURFACE AT EACH TEE / _ iN 'ia �`� —� — " {'{ — sw ,. z4- ` � - _ � -+'�—Teve ilii ' 3k 3 _ ' ... l � it Z . � ; 3 W �� % i BEND LOCATION . 41110,14000 ] 1 00 *—xg w� ate, ee ; =n SW! FISCH€R1J a z a 36 = ` OF 3 / 4 " MINUS GRAVEL COVER FOR ALL MAINS . 6i' FLG x MJ co Z sw *W"sc`CA fly- -. � � '`Sr - MJ HYDRANT OUTLET n GATE VALVE M c - � � � � r s .A•vrrsT ,,� allowl low .Lw — AVALON ly ��. 8 a ALL SANITARY SEWER LINES 10 ' LATERALLY OR 3 ' VERTICALLY OF WATER MAINS SHALL BE L W ' ` 9 Q ; ¢ �__ J SElLLES Ra ttwo asset 16 1 z 1- ENCASED IN CONCRETE 6 " THICK 10 ' FROM CROSSING . WHERE CROSSINGS ARE NECESSARY w T � 13 � Q W W -rHF �' MUST BE MADE AT APPROXIMATELY 900 WITH AT LEAST 18 " SEPARATION BELOW WATER � > fz � �� � : � A� gR K • d • • •too �rj Ne rm 11� S r / �SITE W ``�, w N cc0) COVER ROCK . to * *. , . • ; MAIN V>t! �>rf J x F L G �G •, y � 4 _ rn MA f INS SHALL BE TESTED AT 150 PSI FOR ONE HOUR WITH A MAXIMUM LOSS OF 5 PSI . STATIC e. :.• : W/ TAR PAPER .61 04G ' 6 " MJx MJ /1r TEE ( SEE PLAN } �' I` I : SSURE = 80 TO 110 PSI . PRESSURE REDUCING VALVE WILL BE REQUIRED AT EACH METER -_ Z , _ •• f •• �•4 : r= '2 �� �' � ,- � N (''`� z BEFORE BACKFILL _ HOLDING SPOOL _ ._ _ � _ ._ . ._ v � 0 AT DEVELOPERS EXPENSE . „ '" ` � a THRUST BLOCK 0 C K _ R, ✓ER _. � —��_ --��` � T�.1 �•L,A � Al- -- -- •-� D.-a. •• -- c... .� (�"� Q \ ? iasoa ; �.i�.. a: w /� ; � �, - � BEARING A R t N G ' MIN . .� ! . �� � . -~� �. � -_ Lj.� � Z � , � . � . ! -) IPE AND FITTINGS WILL BE CEMENT LINED , PIPE WILL BE DUCTILE IRON , CLASS 52 . = � /�V VICINITY MAP CONCRETE PIER _ — 0CO a) WATER DISTRICT WILL INSTALL ALL COPP R SERVICES PRIOR TO BLACKTOPPING OF , te �, �CK _ _. A ��� � `f% 3 g Q 1. 1 > = I � � � E S v OCK SQ F �' rn N l ' I E TS AND / OR PARKING AREA . METERS WILL BE INSTALLED BY DISTRICT UPON INDIVIDUAL - - - •��� Q � � � _ l ; : ` FOR SAME . Z (0 00 -- OCL n 1_ �' , : ) P (Al COMPLETION OF I NSTALLATION , CONTRACTOR OR DEVELOPER WILL ADVISE TIGARD WATER DISTRICT OF TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10 % FOR DISTRICT I STD . TIGARD WATER DISTRICT FIRE HYDRANT ASSEMBLY TNSPECTIONS , WATER LOSS , OVERHEAD , ADMINISTRATION , SAMPLING , ETC . , AND 2 % FOR '_�: NGI.NEERING REVIEW , INCLUDING PERMITS , " AS - BUILT " DRAWINGS , INTERSECTION MAPS , SDS NTS MASTER MAP , ETC . " I :• STIMATED AMOUNT ( 12 % ) , AS DESCRI BED I N PARAGRAPH 12 ABOVE , MUST BE ON DEPOSIT I- IHE WATER DISTRICT PRIOR TO COMMENCING ANY WORK ON THE WATER SYSTEM . �.�. 1. 4 tik ' �� 8H BACTERIAL TESTS REQUIRED . Z Cf� W �. J V d MATERIAL LIST W Q W W ITEM QUANTITY � d Z 12 " TJDI PIPE , CLASS 52 520 L . F . Q J W � 8 ' " TJDI PIPE , CLASS 52 1730 L . F . � E.... W 12 " MJ x 8 " MJ TEE 2 EACH - - -- d Q 12 " MJ BUTTERFLY VALUE 3 EACH Q 0 12 " MJ x 2 " IPT TEE WITH 211 PLUG 1 EACH cr U Z 12 " MJ PLUG I EACH O (� m 8 " MJ BUTTERFLY VALUE 4 EACH 8 " MJ 221 ° BEND 2 EACH Q � 8 MJ 114 BEND 2 EACH 8 " MJ 450 BEND 3 EACH 8 " MJ x 2 " IPT TEE WITH 2 " PLUG 8 EACH 8 " MJ PLUG 1 EACH FIRE HYDRANT ASSEMBLY 5 EACH ENGINEER ' S COST ESTIMATE : 560 L . F . OF 12 " D . I . AT $ 36 / FT . _ $ 20 , 160 1730 L . F . OF 8 " D . I . AT $ 24 / FT . = 41 , 520 DATE 5 FIRE HYDRANT ASSEMBLIES AT $ 1500 EACH = 743500 c PECEMBER 20/ 1988 M I C ELLANEOUS : CUT - I N , ETC . - 2 ,3600 z DRAWN BY : TOTAL = $ 71 , 780 � y e"'�� G . KL I E R .� `°a CL a ��1 CHECKED BYr CONTRACTOR ' S BID ESTIMATE : y D . LAR � ON REVISIONS a� CONTRACTOR ' S BID ( ESTIMATE ) - $ 60 , 830 v� o u TWD ( 12 % ADM , , OVERHEAD , ENGR . ) = 7 , 300 ` ENGINEERING ( 6% ) - 3 , 650 0 .'� TOTAL = 71 780 team � c - $ , s °' -- ® c COSTS , .Q t 3 0 oft TOTAL COSTS : r, MACKENZtE ENGINEERING , INC (a M .0 1988 . ALL RIGHTS RESERVED Iamor PIPELINE - $ 71 , 780 11 •(a G7 co ( 1 ) 1 METER AT EACH met- c� (D co PROPERTY OF MACKENZIE �` - C — NEERINO INCO ED 9 THESE DRAWINGS ARE THIS � _ � ( 8 ) 2 " METERS AT $ 4 , 800 EACH = 38 , 400 Ep ,... �- AND ARE NOT TO BE RE R� E soopot � c DUCED IN ANY MANNER , EXCEPT TOTAL - $ 111 680 o C E SON OF MEI •WITH THE wRITTEN PERMIE- ' •� •M ca SHEET c 1 O � 0 Cc I E2 0 10 E u o� mean Ncfe pd �t �i c C3 e� AF� 1.J .Y W c ! ... Wr I s stoop 'D � a lowest p� cu 0 Q, OF JOB NO: z AS RESUBMITTED FOR TIGARD WATER DIST . PERMIT 1 / 4 / 89 Z 88 5 4 9