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I IE 263.10 TO BLDG. ».._,» Y°T4 BLDG. I I FIRE SERVICE VAULT ® c` 1 2-1 2" 4�6ATER METER o LI I r ,._._ ..._,. 4" PERF. PIPE WRAPPED I TYPICAL 1 1 I TYPICAL L . ,,..,..., 3 z N s t�I U -��_-� I SEE DETAIL. SHEET G1.5 1 SEE DETAIL. SHEET G1.5 s L. _....__..._.. IN ALTER FABRIC Ii I ,n #j. 1 Y M ° B LDG `�"°".°� 4p PERF. PIPE WRAPPED L D G , t i PERT•. PIPE W EAP?ED L D C C o I I s I i .: II11 FILTER FABRIC ■ \ % IN FILTER FABRIC °'° I I 1 FIN. FLR. = 273.00 TO BLDG. 1 I FIN. FLR. = 272.00 I `` � (1 FIN. FLR. = 265.00 i "'a Y I RISER 1 FUTURE I TO �DG. I \ �� ;,® I ?sE .DG., I 4"STS ( ' ,, I 4"yam RISER I , , m I R �� i 1 I ti , S=®.010' I ` �I I oo s=o.o10 BACKFLOW PREVENTER I a 0 GARAGE I s=o.o10 BACKFLOW PREVENTER I , \ ' ! I BACKFLOW PREVENT R MIN I s I rep. MIN. >: 'Ai € D.S. D.S. D.S. D.S. I c IN. •. D. o g D. D. �� I MIN. S , : x : , c .. L,. Re ,.,.», eD. Se+ \\\ I .,D D S i , D.S :s.,€ 1 ' RIM 264.® ;_ r -- �--all sibramumo' muni : 4, I r •0'"'' r r ; : _� IE 262.0 • It . ops u ate; 0 ��o "�® CON I Q IE 0 ,Y . _ �,� ! ®� poi .� ` , •o� -- . : `e o € 0612 CONSULTANTS : L.--; ; 1 I � � O ,. � ,• R p � ® t I /� ,.. .....1 ® sg leb, _ .., � •�� ..,x....,..„.......4 ��,... i :..... •S :. , u {� 111 O� m m p aD® ��• > s .....�.....°� ,• °s a mow,. .- .. / I 111 Io / ®�'.�. s F" .. }'.t ; ,.;...... ... ............ ... ....•4, ..tl1Y4� - «..,...., .....,...x«,.. .._... .. lI1� 9. , , ti MH "515 C.©. ". S �•'STS�--- �, IE C13 + : ' ' 1 :: DROP .� c.o I 29 > 6 "STS .o. X7.9 1 C.O. -ate �..w - - �. �r ��. �. , , aar +`� r �• •a�.. aaa� • �+ I R!M 267.8 "S g"CrS " itAIE .00 IM 262.03 5=0.024? 5=0.0247 ` 15' EASEMENT S=®.0115 5=0.0115 _.a� RIM 25" # I I I i• r FH• w 'S __._ a _ ,_ _... _.. tE 18~IN =254.54 .0. E=� IN 253.68 i / �� ► IE 257.21 IE IH 24?•19 `,. _ , I.. 265. C 4/1; 1 LF. � �� 260.50 6wS s=o.o10 r s o.010 s o.01® "IE _ " 44 1 I t' 21"IEOUT� 245.80 �IE �64.1'�. 1 IN 253.68 .. 4. I �, IN 2 1 1 SEE DETAI 26625 : , / 15N IE 5 2,'' 45 12 IE 256. 1.i: � �'' ,: I 1 1„,p 4"IE IN 24J.83 a I• 18"IE oU 253.58 ., .; •° c'" w c 1 1 s o '� ( I ■ ,0 LF. to a 1 L.-, - ! p w ) w t " w g 10 IE7.6 LP 1 i " ,,c.c .:y I € z 18 IE IN) 248.18 i 6 STS : ;. ` �, 15 STS,J o1° STS - %. 1 ; 1 = S 010 MIN.�-- � w� � 21"IE OUT, 248.08 J' NIlLF _. r 21 I 0 1_1(5 MIN. ' ( s C 0 1" "" " r*. ,Q I , 0.00 0.00 :1 �►.� E' 7. 1 ,.., «......... .......... .........,.. ' _. RIM 266.25 .,-�� ,- ' .F 1 R FM 262.25 \ mi ) RIM . �-' s=0.0035 4°' Sse f 8"S 6 5 O. 0.2 . IE 2 IE 2510 }} s " .Z d W1 M M , 43b ' « F. TS 42 - !► C 2 STS 0. 180 L.F. 1® STS C ;CIE 26 5# # F C.o. 385 L. 1 IE 2 C ', ', � c 1} +, ` I \ �' Y '+i i+ Y.®6.V �,'�',• �'=:';:4 Y { - �- a.� art a� �.� �- �w craw wa- S=® W C.O. u :o W •.,d e ' , 1! �, I : o 25 W .. f 5=0.0035,,, I e w _®®25 RI� 5..5 f 1 '1 }I I �,� 5 z 6 $1 LIVE IE 2 .5 -„ _;..,.,, •` : • 1• g �' 5=0.026 s ' ' f---_yj({\ ` NANN+WMWM+YH+AMNN+W AYMV..M...M+NM 'MW 6 ' �, •". .( ' .. ... •IAW!/KNffNfM. M!M'MMMMI4MIf..- .....v.NXVXIMM.YNMI.NMWMx'!•WM14VMYNNNHfI/NMMttfN ..lNJII HMM'NY.' NMVNNIrNMNI,W/MIMMNWWNN(M.NNAWHM )j �. _ -- 1� l♦ .....ww•w _ r1'artaVn ... ... - + v J I111MlMNMIf . f° ` \,`` '` 65.0 18I 55,89 ...-.� ■ «.{ : RIM 265 26 STS E 2 6 STS { RIM 6350 S 0.0035 I 500035 I T CATH SI 1 IE 264. ' S W 7 O T H ( 1 ) AVENUE �t «,,.,,, �` I .- = 1..._ Z 1.1 y.•- Milk r �--- ---.4 .,-. - � I SEE DETAIL' SEE DETAIL c1? Q a vg�' l i` -� r 0 I I - OUTFACE TO DITCH Q _ .- IE 245.4 _ _ r 7\ ,, Ir 11 p O e I ' CLASS 50 RIP-RAP PORTION OF S.T.S. UNDER \ s - _ X - `` BUILDING TO BE DUCTILE IRON, _ _ - �y• •'b X 1 'fir/ • , I ,,- il 1 Neu ( ,t/ �, Fi„.„ il ,..--,• 0 < # �- ' STORM DRAIN PASSES BEEOW ..-».«_...._, -- i I f f f�,', `� 1 EXISTING STORM DRAIN `'�' I ! II X h '' 0 !'-- £ ,. IE 256.53 I H 7 ,� L • s j_=J #1_.._..... , .... . ii_J . ,.., ,.,..- La... i I 1 .i 1 ! } b SITE UTILITY PLAN 1 LJ 1 1 i 3 I r.....-..- - •••••••••■...01„,, -- ----t-- %..,) ; 'cl----4): \_,, , 1 i 1 : 4 i i I - ,.t �,, .. i 1 c:] i , , . _ _ _-- i r PROJECT NAME i i ii"..\7-;;).) i ,TOPOGRAPHIC LEGEND SITE UTILITIES NOTES SITEUA GENERAL NOTES: �.STONEWATER Mx,AaeMee: �.,, "'SAN -- NEW SANITARY AlIonanner - EXISTING SANITARY G E r E FR A L N 0 TE S NM 24 OIL.r t PON ,.,, y - CATCH BASIN • �! �.�r1�•MOD�14R■Q.�. SPRINKLER' 1 4 IRRIGATION�•�..�,.�r� �`C"�:_.Y� #„S YE..ari+. ' ® (C.B.) AND PRIM>K r:w.o in sirs IN caee�. TELEPHONE PEDESTAL - #"STS -- EXISTING STORM SEWER MANHOLE (M R.) 33 10 DE INT it mere Face DIr WILL MOM ON ,E-- NEW ELECTRICAL -0-- UTILITY POLE aJ ME maga.ENICIINILION Mk MU PM AND MINER OF 0V1111001111. --- ` = GAS I E EXISTING ELECTRICAL 1• ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD 7.) a 10 NE r t OF t SIM DI,COMAS Mom. FIRE HYDRANT (F.H.) St PIM=> ►tesc t.MAST MN A'�1 NNW - NEW WATER AND TUALATIN VALLEY WATER DISTRICT STANDARD PLANS AND SPECIFICATIONS, W- Q METER AS APPUCABLE. A W o WA 1 ' W-- EXISTING WATER � ' DW- DOMESTIC WATER © UTILITY VAULT Z •• OUTLET PIPE "glE 2. PRIOR TO ANY CONSTRUCTION, LOCATIONS OF EXISTING UTILITIES SHALL BE �' (9Y OTHERS) •- , TEL�. #�I`��.� �� GROUND('„3 i,.i��€�.; '��,1....1::..�=,v �a N} LINES FW- FIRE WATER T TRANSFORMER AND PAD VERIFIED BY THE CONTRACTOR. WHEN ACTUAL CONDITIONS DIFFER FROM NOSE '" I. E. INVERT ELEVATION LIGHT POLE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO • :; :4 • �-� 2:-;-. •, ;AN - �AMTAR'( SE E I„IN C. 0. CLEAN OUT �.. MOUNTED LIGHT • . V M. 9 4. MAN HOLE �1• WALL OUNTED PROCEEDING WITH CONSTRUCTION. DEPARTMENT CONNECTION D . B I C' ROUND F TRI E NT C. B. CATCH BASIN r> r- 3• ORGANIC AND UNDESIRABLE MATERIAL SHALL BE REMOVED FRC;4 THE '• f%ice %__. ,,.., /,%%i, ti///�. „/%,; /;%i� ,,.-6� ® D4 VALVE ;Dray?/1•••:(7' :t 7.;,•41-..1',7 4,I;%/ •0147 A.1".49,.t r//1.1 /i,4..x•7,);..!/r4 ••k;/,; •1' X 1' SUMP � _ CONSTRUCTION AREA AS DIRECTED BY THE ENGINEER. % y / ;■- - o OV . �- D ?CYO/ER O N_.»--_.«". „« .1-1~•.1-1.,.. -;,.. LINES Y w ,/,,�//� /� ////4.,\„....„1,A:11 CONNECTION ,O EXISTING 12 WATERLINE USING �/ /,�//' /�,�7/� �/// •1 12" X 6" TAPPING SLEEVE AND 6" GATE VALVE. .3'�, 4. CONTRACTOR TO LEAVE ALL AREAS OF PROJECT FREE OF DEBF•;IS AND UNUSED .,� .,, ,.,�I //, ,.,,,,..� 11111I111f �a � �;� ,, •'� ,. ✓ u �� �r, 'llllill l NET -'••• .ti�'O>�:��I .i • ' BS)CONSTRUCTION MATERIAL. 8',. g. �:;.t. .,.;, ,,,.,, /�; 1 �. :11 //%��/d'T'' fir „,1„,„111 I • »�. //i ��'rr / rRt•ut•�•t ...�•„ t CHAIN LINK :FENCE 5. ALL FILL AREAS SHALL BE STRIPPED OF ORGANIC MATERIAL FILL WILL BE PLACED - ICE \*--1.„_'-/:--4 -\•/:-...44.„;� >. iilrltlrll1 UNDER THE DIRECTION OF GEOTECHNICAL ENGINEER. i Y .'fi '✓,,:: l!t1 .. ja ..'1..4 111111111M- 11I I I III a «« ;,,: BASIN ���' /�/ � !III11i111 1.4 I/�ti%t� r/.///�� /; ����.�. ./f' � �/ CIIIIICItIJ;� �►. 6. NOT USED. X11 e �f/// ��//, / /�/// ��f//� f/��i.��/��/' 1 INLET BAY ! t,,,., • .. SA ,.r,1��:. ` Y MANHOLE r�LE e]Illu*,',I,•�di'?4. ./-1".�."i f/AI?//%.1$1:,M,4,',''' .1•,../Ay,1,%/laci•z l//i1,rr//..14.-.;w . ("UNLESS ;'\T(E�+`+ OTHERWISE) . , . ,� f ,�, �,��i,.� __ k �i��i"� i S�.,?7 L.ui • p.1-a /AIL�/�// `�;��/,/ / ��.�� 2 7. ANY CHANGES FROM APPROVED PLANS SHALL BE REQUESTED BY THE DESIGN - • . ENGINEER, AND APPROVED BY THE APPROPRIATE AGENCIES. COMPLEXITY OF 71 " • ••• ..• • •• . • ' . 4 ;b; STORM 3 MANr L.E i �.� MODIFICATIONS WILL DETERMINE IF REVISED PLANS ARE REQUIRED. e e ,4 '. a wv 8. PIPE LENGTHS SHOWN ON PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED 1X1``.1 WA:- - VALVE BY CONTRACTOR PRIOR TO START OF CONSTRUCTION• ,>" 8 x16 PRECAST STORMFILTER - PLAN VIEW NA:_ . METER 9. BEDDING AND PIPE ZONE BACKFILL REQUIREMENTS WILL BE IN ACCORDANCE WITH SCALE: N.T.S. lir APPUCABLE SPECIFICATIONS AND DETAILS. cv !e 1"' VALVE SHEET TITLE .m•r 10. TRENCH BACKFILL IN PAVED AREAS WILL BE 3/4-INCH TO 0-INCH CRUSHED ROCK COMPACTED TO 95 PERCENT RELATIVE MAXIMUM DENSITY, PER AASHTO T-99. z A METER /'�`\ 6 :aia 9, _ _#R ,CT N 11. MINIMUM COVER OVER WATERLINES IS TO BE 36 INCHES AS MEASURED FROM FINISH ;-..; .,.,-r� c, _.r / 2:, ' 3-3 x3 DIAMOND KATE DOORS (1'YP) TRAFFIC BEARING U6 (lYP) .......' .....• GAS 't 3:,�:`Imo- ,. ( :` �'�� "� CHANGES GRADE TO TOP OF PIPE. MINIMUM VERTICAL SEPARATION BE ">?EEN WATERLINE AND SANITARY _T�,�: ��• SEWER AT A CROSSING IS 18 INCHES. SANITARY SEWER AT WATERLINE CROSSINGS VIIITH LESS f�+tif�'l�'tilr`i��` •• . •.• ' a .•ON�-�����������;��` 4 c� ,,`, "`�' THAN THE MINIMUM VERTICAL SEPARATION SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH 3r_9 1/2' I---3-91/2" )� =' +LE l ' ' ... / ..'� . .,1.99 RC.VSIONS \� .• STORM WATERTIGHT JOINTS. IN SUCH CASES THE 18 FOOT LENGTH OF SANITARY SEWER' SHALL BE 1._a, „•,,,,,,,,,Y•...•. r; ,,,� Oc. .•....•••'•' °I.:,.••. ( �10.01.99STOR ONE CENTERED AT THE CROSSING. - SIGN �r .•�' �•o.....-- ..•G' � 6.14.99 I .- _ . fl,1e d�,ofld --\e I DATE 12. ALL WATER SERVICES AND METERS TO BE AS SHOWN ON PLANS. _ - - ICI , , L_ 1 °,f/�: , ��,%,�'' .,�� �.�j�-� ,%/ �.�/ � � -,///h t,t� fled.•• '' �pp� ��,e� �� N. • %� Y 1/. % ij %�' % ✓ %' % ! tumuli �'�{��+� ©(�`�\`y ��a Q�/iaminni� :k:/ �t IIIr111N11 �..�I. - ;�N CH 0R p(1d ��e ,,1 I CHECK: HGK 13. PRIOR TO BEING PLACED IN SERVICE, THE WATERLINE AND SERVICES SHALL BE /�''I 1/ ,i,s, 't ; IIIIII;IIHI a;r\y „. S•••''''• .a, C ;� % /% / ,/�'�. % tumuli I C)` -C e�� t��' DRAWN Y' FLUSHED, ._,,, .._ .,.... STERILIZED AND RE FLUSHED, OF OREGON. CITY OF Iin .�■ ._�". �•"_...'. Iiiiit 11. �' 0:t?' .._.. a� AIL BOX ��� 1� ��fl�V3. e‘'''..a �ra�e, I R N B . BMD•- ALL IN ACCORDANCE '.•r�'r'I°� STANDARD METHODS --..���-•-♦ � ,r-.��-� ��'� �.,...-- OF THE HEALTH DIVISION, DEPARTMENT OF HUMAN RESOURCES, STATE O - • it l' ..• : I1�1�.:�.`a..ai:• TUALATIN CREWS WILL TAKE BACTERIOLOGICAL TESTS WHEN SO ,REQUESTED BY NE CONTRACTOR �' • •' e Lfl � ... . _ BENCH MARK IRON ROD RE` OAP CRI ♦ u•••.•. '\., �+�►�•�,�•��•` ! w i"� "'^ S t�ti. `�r'"` ��yt`SS ,•�+ 1�''S!} '}�„� ,� 'y !'., �r.,, .., Q � �G,. .l r'•w -t.,�. •• r 1, ; ; ., , ' V r L.l IRON, :.✓ P :..t +J � , ...J 1 :..t 'S•,.� "+-X+ � TRAY") INSTALLING WATER MAINS. ��/gy✓/'���/�� ��j��y����io���j rb 061e /�}J'�• }'2' PROJECT: 98145 14. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL WATEI LINE FITTINGS AS 8'x16' PRECAST STORMFILTEe- SECTION VIEW B t�T I .�- 0� V REQUIRED BY TUALATIN VALLEY WATER DISTRICT STANDARDS. LOCKING SHALL BE POURED AGAINST UNDISTURBED SCALE: N.T.S. ! ' 999 VLMK PLOT DATES: EARTH AND CLEAR OF JOINT ACCESSORIES. BEARING AREA OF THRUST BLOCK SHALL BE COMPUTED ON THE BASIS OF ALLOWABLE SOIL BEARING PRESSURE. SEE DETAIL SHEET G1.5 �.o••".r, o.,o•�•.•4 �• I 5/28/99 9 11: 15:21.9 BMD swEr awe �, aaa tW -1,, -, .7 :�,,.. 6/18 99 12:30.49 WTW 15. ALL WATERUNES CONSTRUCTED SHALL BE IN ACCORDANCE WITH A.W.W.A. AND III =men DETAIL ,.�, , 6/22/99 18:28.29 WTW G13 TUALATIN VALLEY WATER DISTRICT STANDARDS. I ' 14 "° ` "' �" � ' 6/28/99 14:6.23 WTW . 6/30/99 1 0:59.6 WTW �"ATE�� 6/30/99 15:2.37 WTW 9/9/99 10:35.32 BMD 9/16/99 10:9.59 BMD 98145G-3.dwg 10/01/99 12:53.45 BMD © LRS ARCHITECTS 97 -