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Plans (7) PL- 015 00058 U 0,'1 ';RY MtH LEDOC. NO. 88-017318 04 UNIVERSUS RI 16,7,2 ' UTILITY NOTES u TAX LOT 3300 fi. k1 &ME 8' ­ . NORTH ci S y°' ' ih II:` QUI M ; , „�, ' .:,, �� , a ." " MAP 1 - h ' ;�, 4�"��, , t:��:.11 ��I;) +��' GENERAL UTILITY NOTES RECEIVE q ,.. 2 f I ,.. � �1� " Iba' " " a i 64 LF OF 8 HDPE 0 1.00% D6 6 �.°'` °wh „"rv.,„ L •- w ca ¢ D5' q,, �,, w,,, 1. ALL WATER LINES 31 IALL 11E DUCTILE IF-ON PIPE, CLASS 52. FEB 2 6 � � -J r 2015 O Q .- 2. ALL SANITARY SEWER LINES SHALL BE PVC MEETING, AS D .,2,f� TT O N m 0 'N21 52 LF OF 12 RCP ® 3.03% :" "� $, . EXCEPT FOR SANITARY SEWER THAT CRCSSES ABOVE WATER P'II�KRD U) 0 o O - SEE NOTE #15 ' > �: GRAPHIC SCALE IN FEET D I L, Q 20 4Q SHALL BE AWWA C90�1 (l�NLESS W.ATCR MAIN CASING IS UTIL Vd�/ISIO ^� � Q� ••Z 1 t 0000000 a h�� MINIMUM COVER. (D ,� o w a ce x x x 10000000 I 0^ °Mhb„ ��r � 1F 3. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY ¢ D =j f'-" �a " " ° V)O 10 LF OF 12 RCP ® 0.209G D3 - - SERVICES WITH ADJACENT PROPERTY OWNERS. '�' >- IxS:.x I61l20' s fi� .- o U ?1 , o " �`� 4. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL wo ¢ I ' PROPOSED 12" PIPE " �1 x - �� " � BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. _ Y D CONNECTION TO EXISTING 02 E w 2" DOMESTIC WATER '" ALL U11UTY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED } d� I na 6 FIRE SERVICE UTILITY COMPANIES. J J I 4 SERVICE CONNECTION 6 DIP 2"", DIP °"� fi'$ * ti J Q 6.5'x3.3' BOX CULVERT � < � HWL T�� CONNECTION " " ��, � "� h"' w w TO BE SEALED WITH ; " �y�� X61 > 83 LF OF 12 RCP 0.10 w '�G rO HYDRAULIC CONCRETE ' a =1s . xht ' 5. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL Y z to ( ) " x „` w N" "Y PROPOSED �FLY � ` � � �° � �� WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE u� �w PR. PIPE INV: 161.20 E ; 14 DC ' EX. CULVERT INV: 161.08 (N,S) '` 9 LF OF 12 RCP 4D 0.00 T APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED a D7 °',� BY THE ENGINEER. N Of o 04 BUILDING r y �^ G x x x 6. CONTRACTOR TO CALL "811" (1-800-332-2344) TO COORDINATE FIELD p� ti t GFA 14 054 SF S2 � ' °'Y"r LOCATIONS OF EXISTING UNDERGROUND UTILITIES BEFORE ORDERING MATERIALS o PARCEL1 42 LF OF 15" RCP 0.30%_1_____ .30 ( ) �" ,.-'" '- OR COMMENCING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES N 8 STORM STUB FF = 167.80 �. � 1° ` IMMEDIATELY. DOC. NO. 2011-028732 WING� " °�•. °. '�. d IRRIGATION PRODUCTS, INC°. FOR DOWNSPOUT 6" SANITARY STUB --t i = /� 7. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, TAX LOT 700 - INV = 163.80 INV = 162.51 C01 's; w,,, " ' 3J"" v' SANITARY SEWER WATER MAIN OR ANY OTHER UTILITIES THE CONTRACTOR d I " b. , L!] _ ° �, SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND <- MAP 1S-1-35BB I CO2 . { �,. " " I I I I I I L't S1 .n ALL UTILITY CROSSINGS AND INFORM THE ENGINEER AND THE OWNER/ ccs Q ° D11 1� -._--._.- -- _ _ j ."� "' DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. cNv C° °' Q N _ F - - - _ ` ' 9� NOTIFICATION SHALL BE MADE A MINIMUM OF 72 HOURS PRIOR TO I I o I I I t I : %rt" `' CONSTRUCTION. THE ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN N CO `n € 29 LF aF \ * F THE EVENT THAT 'THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. THE s 13 0/� 15 LF OF 8" HDPE ® 0.529b ,5�°1� 6" PVC ® 1.00 \ , \; H1 �' \ "�' � CITY OF TIGARD SHALL BE NOTIFIED OF ANY AND ALL CHANGES TO THE �. 18 LF OF DESIGN PLANS. ® ® 6" PVC 0 1.02 o " U L,Q� \ \� Rib^ .. 8. CONTRACTOR SHALL COMPLY COMPLETELY WITH THE LATEST STANDARDS OF 38 LF OF 12 RCP Q 0.337 4 \ O \ \ OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR �� \ , \\ k , ,� a�.. '„ EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE ^ 4 6Q .� ,W ,, �'�µ,.. SUPPORT SYSTEMS, cn cn to SLOPING BENCHING AND OTHER MEANS OF PROTECTION. o ,x THIS IS TO INCLUDE, BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL 4 e , n EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING z z z z o L c� WITH PERFORMANCE CRITERIA AS REQUIRED BY OSHA. D1 D9f\\ \ 4,. c� 0 "'I D10 \ 9. CONTRACTOR TO AVOID DISRUPTION OF ANY ADJACENT TENANT'S TRAFFIC O O O z ^ " \\ \ 4 \ OPERATIONS DURING INSTALLATION OF UTILITIES. U U O O_ I 81 LF OF 12" RCP ® 0.33% " " \ ~ 81 LF OF 12 CP ® 0.33 68 OF 12 RCP ® 37& \\ \ -.� ~ U) > �- 10. ALL DIMENSIONS ARE TO CENTERLINE OF PIPE OR CENTER OF MANHOLE z �- � f- �- 8 O \ \ °`«f a 9. "" bf 'Nl' CULVERT UNLESS NOTED OTHERWISE. /� r41Y 4,u...,/ E ,?Sv by � " V U w U U w \ .: II:: ISI ( ' °, 1 .v. c a \ " �, 11. SEE ARCHITECTURAL AND MEP PLANS FOR EXACT UTILITY CONNECTION rr w tz w w z LOCATIONS AT.BUILDING. LL_ LL 12. LIGHT POLES SHOWN FOR COORDINATION PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE SITE LIGHTING PLANS BY OTHERS FOR MORE 1 77=7 > > > w SEE NOTE 15 \ \ °\r °`" p INFORMATION. to w m w w o 13. SEE DETAILS FOR LOCATING STORM STRUCTURES WITHIN THE CURB LINE. 4 C 7a I k r x \ \ \ \\ © 14. STORMWATER FACILITIES MUST BE FUNCTIONAL BEFORE BUILDING CONSTRUCTION �D Ln `� N z 1 \ eQ BEGINS. 10 PUBLIC \ \ � '�, € fi I 1 I I t I UTILITY \ O 3 q I P a EASEMENT \ \ 15. SITE ELECTRICAL ROUTING AND INFRASTRUCTURE SHOWN FOR COORDINATION i- J J 7) F31"011 " "�,r, f 4S ,, c°"" ..67'i .+�°s t # .r .J�'w�'g:r, '`f`1i ti,..; I iO��f.RI-IAN' x k"' ' 'r' U I- g , I_° -il Fad :1 �.•F TQi FIASSTYLE ,� 1 \ ONLY. SEE SITE ELECTRICAL DRAWINGS BY OTHERS FOR MORE DETAILED DESIGN Z t R11M 164 52' RIS 613,6' � ! T �"� �� � ��, ° INFORMATION. � o � � v", � m z � �,.,w " r -•� s' �° W, " � n , -•� ,�-'�'„' �' ." » x ."° � T 16. CONTRACTOR MAY SUBSTITUTE C900 PVC PIPE FOR STORM SEWER PIPE WHERE co <C N (/) } x'" ,+ c+ r.' a*' ✓ r''ye J rr° r »'r e- �,m^" \ �.... y "4 Q 0'] " �T \ RCP IS INDICATED ON THE PLANS IF THIS CHANGE WILL CONSTITUTE A COST \ �t o f +f ,r m" ,»° A n+° , �, I" .# r`"r ✓ " » ✓r""�, ✓ ."" m'"» :. ,n°"» :cw"» s /" +"» '"� n° "at n"' , »,^" \ �n t (D w W T Q d- z z \ SAVINGS FOR THE OWNER. .- Ld Y v �F "n "° I J CD � C7 J a `' $ I \\ \ \\ T 17. RCP CONNECTION TO NYLOPLAST DRAIN BASINS SHALL WITH APPROVED ADS Y o Of r SA If AR ADAPTER OR CONCRETE COLLAR CONNECTION PER DETAIL ON SHEET C6.2 \` 1 ` .x°' gq IISI° , \�O� Q�-G_PRORFSs, U j 6",DIP 4b/ 86691P Oy u 2" DIP ; �.� ,Q' PGE , ,xn .�f UTILITY I L I TY L E G E N D �.T�. �. _n a SSKI � I EXISTING ELECTRIC , , � a v n # .: .I.t., UTILITY , cp T e , x� � �; OREGON c A PHAI.,E E I R EASEMENT 0 0 r""'.. I LA N P H E R E C w _._ _.._.._.._.._. �� _._.__ _. . EX. WATER LINE y�FR a 5 G 3 s (a Q i C � EXIPRES:06/30/2015 r rr 1-1,5' I AI L. sr r�I I,,..1 -.AL' ' '. EX. HYDRANT pay' I, SERVICE CENTER . I I,uI Ia a 4 � H m 3 s r I .II E I' 1 ,.; 1 .� :\ EX. WATER VALVE BUILDING " L , ,Q. # a EX. SANITARY SEWER LINE �i i b• / Y EX. SANITARY SEWER MANHOLE Cfl�'T1 �An WATER ,tn(�•"�'}") """E'X. SANITARY SEWER CLEANOUT Gt d b a �I+I'!�i� COMPLIANCE F~" j _...:.. ­11111­1"­-11x_n,we.....:.....w EX. STORM DRAIN LINE 10 61 9• 1, a f &e'3"I °ss 'taI`iAeI1'\\� "» € .. 7$ " �,.. >� xi ., TORI MANHOLE � a �$� .".�, � EX. S AN uy ,� x �I -" �� a t C.° - GAO TORI STRUCTURE/INLET N 'U S J`.. f' "», fin ,,. ,r, »n ». �,r ,F �,r rs r �" I` .»' .' ,' ,?° ♦ "° ^,»' e" ,a ,ar �° ,.+" "" ,,"" d' .d°" an+"r ',m°°""` W3 y r� ��!a t a" C 0 a �: �' x°"'.,""'`'r'' ',";�,,�`�f`�»� �'°`" ""{"/ ..`°_ .• a'` '' '� ,r'"�+'»� ,'"" .•"'",�^,<�" � f `,�'' ,.r`' y � �^`'"`,^""',"o'��� � "',, i` � Cl �� � �-- 4rL��'. GAS LINE Lo a a� f �.. v �« ."'`` '�!"' " "F`� T t f 2121'.Illz�'6 «,r ,..^"' ' ,r ,A,. �,` f .d� ..'" i .a` .-` '� "`«✓" ""� $ �. <:hw'�'�'�" W5 �xx� .vr % » ` ".,..._ ., _<_. <__.._ .. .- T _ 20 J c- .,r7sk"w^^ ar3v"`e. ,_,egg-. .,..... _. ,,.. ....._ ..,..,... »...„,. ^_._2y?^�'9;.,...,.. .. _. ,..... ;ry ..,... •.... ....._. ......_ .._... ...,... _..... ..... _..:.,,,.. _....,. .. "+a,t. _..,,. n{`1,�.:,.. / v , EX. GAS METER e , C." --e,`H5• 41r, -.M'.- ---f#pd4�°^�-� aJt344• .may. ._.�.,.... �;.• k+` 'f „I f: 370 02 t- J s . 4r - °M„° r UND ELECTRIC LINE '0 m 1 yv S a ,.,, u bh �P � " �� " �:���.I" I I.ttRs TAX LOT 700 Q�d\x11 w T � z 2 o A 3I`°tiA .".W .. _- EX. UNDERGROUND TELEPHONE LINE .,, MAP 15-1-35BB ry „ cn� �,. a" .. ._. ^ �at � y EX. LIGHT POLE ,.M yot �' r � .� � �+:,*. �,Vwl•.. ,.,,,. ,",a.,...,,.a...�«r„r«,mrerrdr.u.,.s._.�_."...,. " ..,. .. -.......,,.,,.m..",w.«. ..,....,.„..,. ,,.....rr..,.„<M...."'�� .a,..,.,.,a+^""„,,,,*l�nA��_`.+.�� °ems ,c. ,..., ..,.._..„.,,„. ."�"` � d'rr� d � k° l ° -^" $$ p $ pj{, gtr -u„:.�w.„ " ft ,� E ELEC PROPOSED UNDERGROUND ELECTRIC LINE s. A It GAS GAS BOX CULVERT{I.R` � Ia " 4, `Iiu _ fi:^ 1i GAS LINE (BY GAS COMPANY) I r a,._. : ,L TAX LOT 202 MAP 1S-1-35BC °' w.� �' TEL PROPOSED PHONE LINE • +a . .,.... . .^ r' } > PROPOSED STORM SEWER LINE »e STORMS TUR ,vary. PROPOSEDOPEN LID STRUCTURE „ ° a -n. 11' t � a", '. .,, . \. ,. G� ;: :, � ., ,\ a .. r n ,'. ., ,' ..de,; •+ ""^^"„ "^ ^�' ~r..,,,. „ y . ti ..� SANITARY PAVEMENT USE NEENAH R-2540) e € 1 y y (� t. ., r \. 5... ". ,,,,. �' .., 1 1 x vY " m � . �>x : ^ � °„ " � «� . nh � , ,.a� � GRASS USE NEENAH R-4340-B BEEHIVE) -. 4 �\ ...�, ,..,t ,�;...ts., r v t.. a.,... .,a.,t s ,., .,fin..r.,r.,, .., fir. � , .�'1 .' '.: n e t ,E. ,� .. w , ;. ,9, 5, i ,. .:dxY , ," .. ,. .. r l S a "R ( ,+ .y., k R:..f r _ ..[,.:, xn,.`,�:, e. i1r,., 'h.,. „o,n.t1.., ._ 4 �` ..,"n n r u s L .. , �n.. .,':. c x` a b .. ,_... ., r iv- d ..-. . ,x a• ,x ,r.x 4 rv.. � + ,. tx v: o-E ., b a , f ,,. , , k � � t .fir ., . RIM MAN k, f.... d .,III xx.:Ate. � '. » r`. .,.. .r. .. \a .. ,. ,.. ,. . , _.,.. m a try , ,, «�, ": , ^w`r , t ,,, ,,,:\\ \." �. � .r _. .. G 6 M. a h rs, � , \ � z. � � , t. ,YISE Pi!11L > �k 1 ,>d,r t ,,h1AIF� ma1� ,�. +�. , a a s . , � y �. , .x, : �� �� „. r , PROPOSED CLOSED .. "� .:� � � y , , . �, �,>: : �� <, .,^ � 0 E LID STORM STRUCTURE _ n� r s„ . .::,rJ,bv ,.�a,t,, �x>, .r�.,,n.r."•.,. ... rk .. aa 1 . ,� �.I::. � I� � E c, `,s 1�1�. O RE 0 4' DIA. MH WITH TIDEFLEX 24" NYLOPLAST 4' DIA. CB REMOTE FIRE DEPARTMENT CONNECTION. 4' DIA. MH °m, "d " OUT '' PAVEMENT USE NEENAH R-1772 TF-1 BACKFLOW PREVENTOR DRAIN BASIN RIM: 167.7 SEE ARCHITECTURAL PLANS FOR RIM: 167.1 (GRASS USE NEENAH R-1786) ° D6 RIM: 167.2 D11 INV IN: 161.83 (S) FOC, WATER LINE ROUTING. S1 INV IN: 162.33 (W) � c ON INCOMING PIPE (EAST) FG ELEV: 167.6 INV OUT: 162.13 (E) "� ® PROPOSED OPEN LID CURB STRUCTURE D1 SEE DETAIL ON SHEET C6.2 6 INV OUT: 163.91 (W) INV IN: 163.72 (E) M, (86.12 C&G USE NEENAH R-3281-A) G) RIM: 166.0 " INV OUT: 161.83 (NW) FIRE HYDRANT INV IN: 161.22 (E) 24 NYLO LAST FH1 4 DIA. MH \. INV OUT: 161.22 (W) D7 DRAIN BASIN 4' DIA. MH FG ELEV: 167.6 RIM: 168.0 t � � �- ,,� � PROPOSED SANITARY SEWER LINE o RIM: 166.7 RIM: 164.4 2" GATE VALVE IN VALVE BOX S2 INV IN: 161.64 (NW) t ' . a PROPOSED SANITARY MANHOLE N OUTFLOW CONTROL STRUCTURE INV OUT: 164.25 (SW) 012 INV IN: 162.28 (NW) W1 FG ELEV. 167.8 INV IN: 161.84 (W) 1 ° SEE DETAIL N0. 720 ON SHEET 9 INV OUT: 162.28 (E) " INV OUT: 161.64 (SE) t • PROPOSED STORM/SANITARY CLEANOUT Q Q C1.1. STRUCTURE SIZE TO 4 IA. M 6 GATE VALVE AT PROPOSED Q W W PROPOSED WATER LINE p >, 0 MATCH ODOT TYPE G2 CATCH 4' DIA. MH W2 CONNECTION O e1 D2 BASIN. SEE DETAIL ON SHEET INV OUT: 163.19 ((W) 013 RIM: 164.9 FG ELEV. 165.0 ® � o UPPER GRAZE: 165.60 INV OUT: 162.40 (SE) " " PROPOSED VALVE VAULT 4' DIA. MH CONNECT TO EXISTING 6 WATER LINE WITH 6 TAPPING SADDLE UTILITY CROSSING LEGEND CD a LOWER GRATE: 164.60 RIM: 165.5 OUTFLOW CONTROL STRUCTURE (CONTRACTOR TO VERIFY SIZE, DEPTH, AND LOCATION OF ® PROPOSED VALVE BOX ry EXISTING WATERMAIN PRIOR TO ORDERING MATERIALS AND C _ y p9 INV IN: 162.97 (E:) SEE DETAIL NO. 720 ON SHEET W3 Q 2 WATER B/P 164.35 INV IN: 161.30 (E) INV IN: 162.97 (NIE) C1.1. STRUCTURE SIZE TO MATCH NO11FY THE ENGINEER IMMEDIATELY IF THERE 6" WATER B/P = 163.93 ® ® ® PROPOSED WATER STRUCTURES m 0 INV OUT: 161.30 (W) ODOT TYPE G2 CATCH BASIN ARE ANY DISCREPANCIES) " - 43 z N INV OUT 162.97 (W) Lv N v ° D14 SEE DETAIL ON SHEET C6.2 FG ELEV. 165.0 6 -- -- PROPOSED FIRE HYDRANT LLI r- s FES UPPER GRATE: 163.70 CO2 8" STORM B/P = 163.90 n- 0) n 4 DIA. MH FG GATE ELEV: VALVE IN VALVE BOX 6" SANITARY T/P = 163.01 INV IN: 161.70 (NE) RIM: 165.0 Cho i 03 D10 INV IN: 162.01 (W) LOWER GRATE: 161.70 W4 PROPOSED LIGHT POLE � O FES INV IN: 162.70 (E) INV OUT: 161.30 (W) W5 1 1/2" DOMESTIC WATER SERVICE METER (n ° D4 INV OUT 162.01 i(N) 4 DIA. MH NOTE: WATER MAIN QUALITY PIPE IS TO BE 0 FG ELEV. 164.7 OT PROPOSED TRANSFORMER PAD (BY OTHERS) 6Lo " USED TO CONSTRUCT SEWER MAIN OR WATER RIM: 165.3 2 DOMESTIC SERVICE BACKFLOW PREVENTION ASSEMBLY Q o 24" NYLOPLAST EX INV IN: 161.08 (N) FG ELEV. 164.7 MAIN IS TO BE ENCASED FOR 10-FT ON i � cp 0 INV IN: 161.20 (E) EACH SIDE OF A CROSSING WHERE THERE IS •. 0 DRAIN BASIN WITH 6 INV OUT: 161.08 (S) FIRE SERVICE BACKFLOW PREVENTION ASSEMBLY (6" DOUBLE LESS THAN 18-IN SEPARATION. U 05 RIM: SUMP 6 2 W7 CHECK ELEV. VE ASSEMBLY IN 676-WA VAULT) I �jcoapt' SHEET NUMBER INV IN: 163.27 (E) C5 . 0 INV OUT: 163.27 (SW) s u ■ r 1 V ° o � N u f n M HYDRANT BEHIND CURBTIGHT SIDEWALK �;r" � r,r`/ :r �, ", , ,, �,./ ,�, �,,, ,/ A, ,•y CLASS ff Aff NATIVE BACKFILL CLASS ff Bff GRANULAR BACKFILLLO 18" MIN '\ / , ,/� f\j�`/' :" f j A E ) -FI�vISHED GRADE z -�rn 24" MAX \ . .' �� " " •-a 1 i , w cr, BREAK FLANGE A AC PAVEMENT REPLACEMENT. '� Y,'\X;>"` ' .` � •' •. a < : <,' :$ '_ �„.a�`/''//` ''' ` ■ SEE NOTE 4. - i --- ---------------------------------------------•----- O a N� ( T V >, 18" MIN G 3" MIN A /\ r /\ ; `, ' .a n a da a a °d a, �/� / - '�T- _ - N. MIN. . .ice O VO J cv /� / /• ,; ° _' ''•, ' 6 MIN. SEE NOTE 4. o „ ,`/` /�Y`V,/�`'' °' ° •Q d A+ °* ' < ' '`•,,, "� MOUND EXCESS MATERIAL TO ALLOW ~{• (1) N Mo _-._6 YMAX ' ;/��' //! 4 Qx: P ;+w A ep ° ' 4e. F,;rf"f� /j�` FOUR SETTLEMENT. CONTRACTOR I SAWCUT CLEAN EDGE FOR - 12 MAX. �N 1 � ¢ U) z _ ._ ,/ / . ..A ` 4 ' /` ," ; AC PAVEMENT REPLACEMENT. - w x ce SHALL RESTORE ALL LANDSCAPING TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. z T � �� '`^, �` \��\`.` Y \/ � ,� Y j/ t'•1�• .{' .L k /..`'!l4 V ° - Q.A a,� .ti \t' .,`•'' € = I- < O "' �f�,/��,�' . ,/ �, '�j�,�j\1��'`, �';.'�••,f�\ ���,,�. \ \",,�� w f �•` v A 4 1 c� � �l to � EXISTING f EXISTING z ,n w .� B �' GROUND ry Q AC PAVEMENT (a o Q`�' V 00 '< D •_ -�-'. B , ✓ Qpm D w , ROADWAY i _� "�� 6"CLASS 52...D1 PIPE�_-__ _ _ )f 3 � `� BASE `_' to 7" �` _'- -,^^•� r "//� \/ <•cyy,hy4 •Ay1. G i z W '�•. ;: w<..�.• �r,,,-, . .. �_____--:•- , �_ ._... CLASS A 1' �� �$�x ��` �/f• �' � �W PROFILE VIEW f -�.-�_ , �,�":������ ��� �� ���.,`'�` � o �o TABLE 1 �" • E f %i ir;/:i� { D i --- �, BRANCH THRUST BLOCK NATIVE/% r \�\ C -0" N _ LASS "B" 3/4» E BACKFILL \ s _ O �. `� r PIPE DIA BEARING AREA r /i CRUSHED ROCK r 0 " '' `�'-- (IN) (SE) \ T"" / \\ h j � GRANULAR BACKFILL ` r �1 ° 4 1.3 i s x. ° HYDRANT IN PLANTER STRIP y ti ; 7; :�; : "� ,__ , tr, 18 MIN I..-.. 24" MAX E 8 5.0 PIPE 6 12 11,3 ZONE �f/ / 'PIPE OD w In BREAK FLANGE ` ' ; I CN I- = 18" MIN 3" MIN E)N TES• �' _-' _ ----� fir\ 6 PIPE PE B ASE -- I o 6" MAX A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK ;>-';�;,' . .-',�• .• '�' SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY �•'' /, ..,.' /- ,/' //�,"/ :�`/ /� f ,•''` /j % / `fj DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) 6"_ T !�'" , 'ti \'< .\ ti' '" ," ", t � "�,> • * TYP. TYP. j� � /,�/��r,� ���(" /, i/r f Yir�/`� y ' • B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR ,r /% _.-.- _-. TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6 MINIMUM KEYNOTES: __ .�.-..-._ 24 MIN. BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE, A. OLYMPIC FOUNDRY VB910 (QR APPROVED EQUAL) VALVE BOX AND COVER WITH NOTES KEYNOTES; C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. ' "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB CENTERED ON AXIS A. VALVE BOX ASSEMBLY PER DETAIL D, MECHANICAL JOINT WITH GRIP p. LINE-SIZE GATE VALVE {FLG X MJ), 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. No. 3. FOLLOWER. ALL JOINTS IN E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. COMPACTED TO 95% OF AASHTO T-99. B. UNPAVED AREAS ONLY: PROVIDE 24" SQUARE BY 4" THICK CONCRETE OR AC 6 HYDRANT ASSEMBLY SHALL BE PAVEMENT PAD WITH #4 REBAR STEEL REINFORCEMENT OVER 4" COMPACTED zo FULLY RESTRAINED. 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND r o B. 6 GATE VALVE. WRAP TEE AND GENERAL NOTES: 1"-0" CRUSHED ROCK. REBAR SHALL BE 2 DEEP AND 6 ' FROM EDGE OF 1= REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO VALVE WITH 3 LAYERS OF 8 MIL 1, BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE PAD. PAD SHALL BE CENTERED AROUND VALVE BOX z "- POLYETHYLENE PRIOR TO E. 12"X12" CONCRETE PIER BLOCK T-99 IN LIFTS NOT EXCEEDING 18 (LOOSE MEASURE). TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE C. 6" TYPE SDR 35 PVC, D3034 PIPEE SPACER. LENGTH AS NECESSARY. I-- o_ BACKFILLING. ON UNDISTURBED NATIVE SOIL. SADDLE WILL BE INSTALLED. ,r rr r rr D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 48" FROM C 3. CLASS B 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED z > C. TEE. NEW CONSTRUCTION TEE 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. FINISHED GRADE. SEE DETAIL No. 5. F. DRAIN ROCK POCKET. 4 CUBIC AREAS, BACKFILL SHALL BE COMPACTED TO 95% OF AASH TO T-99. SHALL BE MJ X MJ" CONNECTIONS FEET MINIMUM. LIJ 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING. U � FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE EXTEND PVC 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH � s TO EXISTING MAINS SHALL BE o TAPPING TEE PER DETAIL No. 8. 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR POLYETHYLENE TAPE. G. MAINTAIN MINIMUM CLEAR SPACE JURISDICTIONAL REQUIREMENTS, ° THRUST BLOCK REQUIRED ONLY 1N ALL DIRECTIONS PER DETAIL No. PRIOR TO TAPPING. F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 10" AND o FOR TAPPING TEE. 102. PLACEMENT OF CONCRETE 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE LARGER SHALL BE MJ BUTTERFLY VALVES. s AROUND HYDRANTS IS PROHIBITED. 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. G. 2" SQUARE OPERATING NUT. Cnn V) DATE: 6/1/2012 j�� DESIGNED:PDB DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:PDB FIRE HYDRANT DATE: 6(1!2012 Tualatin Valley VY ater District DESIGNED:PDB Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valley Vater District �.� DETAIL TAPPING SADDLE DETAIL ( TYPICAL TRENCH DETAIL �,� � -�" '� �► APPROVED: TYPICAL VALVE DETAIL Z A APPROVED:MFK is APPROVED:MFK SETTING STANDARD � ''A � '/1 � APPROVED:MFK BACKFILL 1850 SW 170th Ave. Beaverton,OR 97006 �'( 1;50 SVS 170tH.Ave. Beaverton,OR 97006 8 1850 SW 170th Ave. Beaverton,OR 97006 O 1850 5 W 170th Ave. Beaverton,OR.9700(1 3 � X � 0 vi SCALE:NONE INSTALLATION 1 (503 642-151 1 www.tvwd.org SCALE:NONE 5 2 SCALE:NONE W J o (503)642-1511 www.tvxvd.org ) SCALE:NONE .03)64_-151] ww«.t�wd.org t- �, � � � b (503)642-1511 wwn.tvwd.org bi O Ir tY Z Q 1 ° p �n w '- Z 0 C_ f- \ m >_ co Q N (n } m z o o \ Q0 m o 0 Q cn d z z ``' Q) _ J 2 � U o Y a 0 a w L o o U V) ° .. . :... , .o :Q. . ... a v:• SEE STD. DRAWING NO. 370 D. ..� p.. C. .Q v d LOCATE FRAME AND COVER a T FOR TOP SECTION DETAILS OVER LEDGE OF AT LEAST U ,a:� l -� o'. -- MANHOLE FRAME AND COVER NOTES; 12" IN WIDTH CD ° 4'. q 4'. LD• 1. CONFORM TO THE RALL JOINTS AND EQUIREMENTS OFBER GASKETS HALL RUBBER GASKET �,PR��Fss U + A ASTM C-433. 8' MIN. BETWEEN ��5 �asssiP •� <a 6 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP A KNOCKOUTS TO THE REQUIREMENTS OF ASTM C-478 � 48" . : e. . o •o ; • ••• ' a s RUBBER SLEEVE AND APPLICABLE PROVISIONS OF STANDARD (OPTIONAL) ° s d� B ' 4' STAINLESS STEEL MANHOLE, DRAWING NO. 010. C1 a EXPANSION BANDS 3. CENTER OPENING FLATOP REQUIRED. PRE CAST CONCRETE V OREGON a I p ADJUSTING RINGS a, o NARROW EXTERNAL �~7 64" DIA. op' RUBBER 25" v . vo .p: a : RUBBER SEAL p, EXTENSION 4 PRE CAST -� •.,d a EXPIRES:06/30/2015 MANHOLE CONE MAXIMUM 27" FROM d ► STANDARD FRAME AND COVER OR -C o TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. U q, 9• TO TOP OF CASTING SEE STD. DRAWING NO. 110-SA/ST 5 �Q a ° TO SPAN CHIMNEY HEIGHTS OF: OR NO. 120 SET FRAME IN NON-SHRINK v' o. . P B •4 B 0-3" - NARROW (6") SEAL ONLY p GROUT j OVER 3" - 6 1/2" - STANDARD (9") SEAL ONLY . r n p v OVER 6 1/2" - 12" - STD. SEAL + EXTENSION •' OVER 12" - SEAL + MULT. EXTENSIONS c{ ` NOTES: A GRADE RINGS (2",4",OR fi") al a •v _ �' '.d ,�•�.'qa!, �t' RUBBER GASKET 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE MAXIMUM 12" SET IN s_ ° a " ;.o"• •a' o_Q a NON-SHRINK GROUT o RUBBER GASKET FLAT TOP REQUIREMENTS OF ASTM C-478. 0� 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY - 0 LloA INTERNAL MANHOLE REINFORCEMENT STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". •O a NOTES: OR 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS a STANDARD ECCENTRIC �` ° SECTION I�'B 1. SLEEVES AND EXTENSIONS SHALL CHIMNEY SEAL STANDARD MANHOLE FLAT 70P SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED 36" CONE -- PLAN VIEW EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-SO0210. U HAVE A MINIMUM OF Vis" THICKNESS. REINFORCEMENT 58" DIA. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. 0 2. RUBBER SHALL BE EXTRUDED HIGH GRADE Uj ° MAXIMUM 27" FROM TOP OF FIRST COMPOUND CONFORMING TO ASTM C-923. 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A 0 o STEP TO TOP OF LID. 3. BAFDS SHALL BE FABRICATED FROM 16 MANHOLE AND CHANNEL DETAIL. a• a Ln SLOPE TO MATCH SIDEWALK #6 BAR AROUND OUTSIDE OF OPENING 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE A Q GAUGE STAINLESS STEEL CONFORMING TO ASTM A-240, TYPE 304. #6 DIAGONALS BOTH SIDES OF OPENING _ REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 "'a' '•• 4. NUTS AND BOLTS SHALL BE STAINLESS 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED MANHOLE SECTION pp G ?.<',•, #6 6" O.C. BOTH WAYS ► -G1 " lG9 v PAVED ROAD SURFACE STEEL CONFORMING TO ASTM F-593 AND MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ---(VARIABLE 1'-4') 7 ° SEE STD. MANHOLE FRAME AND COVER ON THE INSIDE FACE OF THE MANHOLE. D (� 594, TYPE 304. > e ° DRAWING NO. 100 ` 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND w '�,; •. 5. ALL GRADE RING AND CASTING FRAME SHALL . /■■\ Q FOR STEPS BE SET IN NON-SHRINKING GROUT. 0 25• 4" MAXIMUM CLEAR OF PIPE WALL. -fl ° + 6. PRE CAST MANHOLE SECTIONS SHALL 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" " WEEP HOLE CONFORM TO THE REQUIREMENTS OF ASTM STAINLESS STEEL TOP BAND r- Lr FOR SANITARY CONNECTION AND 48" FOR STORM `rap _ 54" D 6" FOR POURED IN PLACE C-478, AND APPLICABLE PROVISIONS OF . CONNECTION. 5" MINIMUM c� 5" WITH REINFORCEMENT FOR PRE CAST STANDARD MANHOLE DRAWING NO. 010. v --EXTERNAL RUBBER SLEEVE tO " ¢ 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND - z COVER SHALL BE USED IN ALL EASEMENT AND OFF STAINLESS STEEL BOTTOM BAND STREET AREAS. v, M q.' PIPE SIZES NOTES: / 48"MIN. Q p., EXTERNAL RUBBER EXTENSfON Q. ':4 µ rT � p• VARIABLE °' MINIMUM 12" LEDGE U, 1. PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE a 0 1 .0 �'/FT.AS©PE OTYP. a PIPE TO MANHOLE fy WITH ASTM C-478. q.. PRE CAST CONCRETE x_ y2" MIN. FROM TOP OF N ° •• ADJUSTING RINGS :D 2. NON-SUMP INLET MANHOLE SHALL BE PRE CAST PIPE PER PLAN SECTION o 3"MIN. o MANHOLE CONE ? L� td 8" MINIMUM CONCRETE v CHANNELED. /� .• ♦^ • .� 3. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY d ° ° �° G f d PIPE s_ Q UG G"'C'!.t O�D�.� �c, � t+<b, jl <,�p "�C MGCC rt r (:'`�f GYin��}C h p, • STRENGTH OF 3000 PSI. AND A SLUMP OF 2" TO 4" TO SPAN CHIMNEY HEIGHTS OF: v, Q. o;-,p •:,y',S f a � �>>07�•�o d� cruc\ '.a of c c a a ,, e , O.D. •e � .. I1 Pw• R °a j B O o n G.G � u u a s,f c' t J' ) k, � ° 18" .� 0-4 1/2" - CHIMNEY SEAL ONLY 12" OF 3$"-0" 1 N ° SUMP .4 OVER 4 1/2" - 9" - SEAL + 7" EXTENSION COMPACTED BASE -r :.••�, .,` ;., Q; •, Q O N m o a._ $" MINIMUM CONCRETE o.d'.Q" OVER 9'•- 12" - SEAL + 10" EXTENSION EXTERNAL MANHOLE ROCK SMOOTH FINISH CHANNEL TO .t a v, OVER 12" - SEAL + MULT. EXTENSIONS 3/4 VERTICAL HEIGHT OF PIPE " ;`:, `r,r.'!t;'':•'° '':t a 10" MINIMUM OF 3/4" TO 0" COMPACTED BASE MATERIAL. CHIMNEY SEAL .'��.�' 72" MINIMUM ••�'•,'lN•i, -'', a 12" MINIMUM OF 34"-0" COMPACTED 72 MINIMUM BASE MATERIAL SECTION A-A U LOr LO SHALLOW FLAT TOP CURB INLET MANHOLE MANHOLE CHIMNEY SEAL I " o CaleanWater Services MANHOLE aeanW&r Services STANDARD MANHOLE C11eanW r c� Q j aeanW r Services Our commitment is clear. N (CG- 48 M. H .) DRAWING NO. 150 REVISED 12-06 REVISED 02-03 Our commitment is clear. N DRAWING N0. 350 REVISED 05-0? DRAWING N0. 040 DRAWING N0. 010 Our commitment is clear. 0� � Our commitment is clear. REVISED 02-03 o U i a W/ M N° Z C W N s W lY 3 U) 0 Y `v LO a v CY, L U. c0 Y � .� F- T] j a o SHEET NUMBER i 6 . 1 U ■ 2"�-•-12-I ' .' '. Proposed Pavement o MAXI Irr I & Curb �(/ N o PRE CAST 3/a' CONICAL S °., < ° ! a„ d v n / O C) < HOLES 2 SANITARY Block Retaining Wall '•• r•..:, :, O COVER ONLY / ■01 U t_J� LLI(0 = 1" FLAT FACE LETTERING r.:,::;;; Q J r' d / ? (RECESSED FLUSH), Drains a La er d / O O N g y /// / , N `O�O ,�--- - ° < Infill \ c9- C� S01I �'� Q o LU a o ° Jai O O TF 0 0 Geogrid Length: Only if Required by •' ° / / Retained O z �U_= O / IFCO-W2 Manufacturer and approved by Engineer "• • • / Q c0 © o ` •'�' SOII ■E v zNLOw 260384 O / // o 1.0 Perforated Drain with Filter Sock "• • p -_ O ` �l O � J [Connect to adjacent storm sewer] •'r / / ca � O h 1 Lr QO © w J Contractor Shall Protect _J / \\ 00260365 MOMMYRX Adjacent Property r:•:;:,;;;:;;, v /// // / J O O O O i t •.�• d d W (1) OPEN �9q/IV�O 0 0 // a z J �S TO S� / / N <O PICKHOLE 1 _% �_ -(16) 3/4" Compacted , 1 Foundation ./ / 0 v HOLES AS SHOWN o PLAN VIEW COVER BACK SANITARY Granular Base / // // /// Soil / /// / ° 24-3/4" Filter Cloth O 24 3/4" DIA. - THIS DETAIL IS FOR INFORMATIONAL USE ONLY. In 6 ° a a THE CONTRACTOR SHALL SUBMIT SHOP = I/� I� =22y I DRAWINGS OF THE RETAINING WALL DESIGN CN cCa rn O M Q c z o WHICH SHALL BE SIGNED AND SEALED BY A N N N a 1/4' M a PROFESSIONAL ENGINEER. I ( I I I ' 27" z N cD un d- Y � rt`,,, 25„ U) In RETAINING WALL DETAIL T N.T.S. Q 2 %/8" 0 6" S0. 3„ 7„ 0 J 1 1/2" _ I 0 7 1/2" SO, PICKHOLE DETAIL 3" 3„ NOTES: GATE OPENING Cn Cn D 22 1 /2" DIA. 1.-Connection and pipe to be backfilled per ASTA7 D2321. INTERNAL COUPLE:R - EXISTING; z �' Z Z ° �� SPIGOT AMPTER GRADE 2.-In lieu of an internal cylinder.an HDPE watertight repair Coupler Can _�, \ O z LLI W C '-r 23, I I be used to Connect HOPE pipe to CMP. SECTION VIEW ++ r 24-1/2" 3._Internal cylinder adapter Is not recommended for dovmstream U O O V) Connections. ^I 8F.',COlJNECTED 31" HD 'e PI ET Cc) O U U zp ' U) > �- Cn ° O v U Lv � v Z � F- h- U U v 0 O NOTES:. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS EXCAVATEEXr•>TINGGRADE.TOAVOID .-''' ' - EXISTING ` D_ W W f2Cp PIKE O W a_ o- SOIL INTRUSION R TO CREATE SAFE SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. VVORKAREA n I� D_ 0 C � 0 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. ao 6 O CONRETE 0 p W W 0 LLIW M M z 4. NOTCH LID FOR LIFTING HOOK. co FILLED STEEL D M > > W flNl$H GRADE — CAST'IN PLACE to > W W STORM WATER SUBURBAN AND STANDARD °""'R`rE PIPE BOLLARD �' 47 ENCASEMENT" PLACE MANHOLE L 1 D Ole�r�W�ter Services MANHOLE FRAME AND COVER I ��I1 V Y T i ViC�S TO�E Wh:LPPG?G AROUND ->, CONCRETE IN ENCASEMENT Nt)BE VVVEP!ED'AR' .lIi 3 CONCRETE c VARIES CQhlNEt"";TION NON-YJU\rF.N CiE(:)TEX7"11,E hl - /J/ ENCASEMEP,R z FYI Our Commitment IS Clear. Our commitment 19 clear. -- EXISTING BE INRAPPEO AROUND / \ a DRAWING N0. 12C REVISED 12--e6 DRAWING NO. 110 SANITARY REVISED 12-06 A j RCPPIPE CONNECTION � �, J O x � z ccn Level 1 a _ �� '� w 14- I— O w :.� � O `n \ Z 100 - 0" z _ ao -, Qo mED O _A Q CD W W LLI Z z y ~ a _ k J 2 � U _Sr 2N"A„�,A` V CLASS I SEODING —� Q (!1 Q W IQSUPPORT - TRASH ENCLOSURE DETAIL U E C'!JNCRE"TE GCrI.LAIi 01 U U7 '- Z N.T.S. O U a DPOPTED DRAV.TNG TJH 01:<d'CT CKS O O ,m;Ovi Loa lNr. -„ '. ..,,,,- FEV. DESCRIPTION I BY IAM'D;1NY CHK'D �[� RQF _..._......_.. ......... V P ADVANCED DRAINAGE SYSTEMS,INC.("ADS' NAS PREPARED iFt15 DETAIL BASED ON INFORMATION PROVIDED TO A05. THIS ' K.J.M. DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED, ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN NG I NEE F`StS V) SERVICES FOR THIS PROJECT,NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS DI980MAR PIPE CONNEMORS A61B THUENAN U D PROVIDED HEREIN ARE GENIERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL FOR RCP DrrAIL HILLNRD,OHIOA70,'.0 86691P y9 Q) REVIEW THESE DETAILS PRNOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS NTS (V PROVIDED HEREIN MEETS OlR EXCEEDS THE APPLICABLE NAMINAL,STATE OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE Aa1MR9 p4!%E rrsrtl¢ur.• �. -a✓ DETNIS PROVIDED HEREIN.ARE ACCEPTABLE FOR THIS PROJECT. Onn,1'1161 V?En: STD-603 w 10F, r C S a a 3/is STAINLESS STEEL CHAIN OR CABLE eries OREGON a a ATTACHED TO ORIFICE PLATE AND STRUC° SHALLTURE AS BE SMALLP ENOUGH TOh{ALLOW ORIOR FICE LE ` 2,1 SLOT SHALL BE PLATE TO BE REMOVED FROM GUIDE. ORIFICE j 1"X5" CENTERED PLATE AND GUIDE TO BE MANUFACTURED IdealSI7r1, 11t11 installations EXIPRES:06130!2015 v FROM Y2" HDPE OR Ya" STAINLESS STEEL. 10 1. EXISTING WATER MAIN. 3 SERVICE CONNECTION WE`C IAP BY Minimal bottoin clearance required D D TVWD--APPROVED CONTRACTOR. N 31 GATE VALVE (TYPICAL). lilitleillt,all-elastonlerdsigrl 4 DOMESTIC WATER SERVICE METER. Seals around small solids w "' °� 2" "°gi �'��� 5 DOMESTIC SERVICE BACKFLOW a o PREVENTION ASSEMBLY. ailable in slip-on or flanged design _ IRRIGATION BACKFLOW PREVENTION a _ Materials ORIFICE SIZE 0.50 N ASSEMBLY. �s ai'C�nstt~`lletlal� tL a ORIFICE ELEVATION _�_�L� v ALIGN INVERT TI ORIFICE TO SPACER REQUIRED FOR 7 PUBLIC FIRE HYDRANT (IF MULTIPLE ORIFICES _j REC�UIREC�), Neoprene,tlpaln`', €Ea' , Ilton • o INVERT OF PIPE. d N ` FIRE SERVICE BACKFLOW LC)o N In PREVENTION ASSEMBLY. -�13 1/2 M01111tiTig Bai.ids C 3 9 4 IRRIGATION METER (OPTIONAL AT �' �. 04'or 1 Stainless steels o r r PLATE THICKNESS +1�4" ADDITIONAL. SDIC EXPENSE). ��AX c,w > c • RIGHT-OF-WAY LINE. W T 1 1/2" MIN. / O TOP O GUIDE 11 PERMANENT UTILITY EASEMENT The TF-1 is designed for installation in ealsting CD 2"MIN. �3" B LOW GRATE / MINIMUM 5' OUTSIDE OF FIRE SERVICE:_ VAULT structures such as interceptors,manholes and i 3 10 I ( �� PRIVATE HYDRANT T OR (-IRE DEPT vaults where the invert of the pipe is dose to , o I O i o CONNECTION (FDG) - REFER TO the floor.The flat-bottom and offset-bill design "^ U Ln I -�+- 10" MINIMUM -�- I W NOTE , I ; z r_ I of the TF-1 allows it to be installed without any E _U 6" ( YP.) I �- -� I modifications to the structure. { .. ... f o ; ' ; ; ° The TF-1 offers low cracking pressure to I t ° ° —....� 6 reduce the potential for standing water surd Pipe O.D. Le"gth Bill Height Cufftength 2"MIN• 2"MIN. I 11 - ' ' vewtow headloss which is not affected by rust, corrosion or lack of lubrication. z o I I LTJ 4 J W 4 10 8 11/2 N i 1 W Z LJ U 5 10 8 11/2 ----------- I > The TF-1 is ideal for sever systems s is 12 2 O N Lli 2' LJ 1 o ° ° ° V) W W W � because It NOU seal around small debris. r % /18 16 M �} z The TF-1 desinrr is available��'ith a L a v Shp-on or flanged pipe connection. I- Lt.J �'- k— RIFICE PLATE GUIDE SHALL FIT STOP z i- 1 b 1 l •' �` "� �.•.�•` �"`.'��. . � •. Yz"' DIA. WEEPHOLES GATE AND INCLUDE BOTTOM CHANNEL < C) � t < 0 Tideflea"'TF-1 valves are constructed«pith a 18 36 34 6 cv ORIFICE PLATE GUIDE. C� j LJ_J L J CO 20 44 37 8 Q � 0- curved bill as standard. 22 44 37 8 c� v �'O Li_ O n- CC O 24 48 43 8 Q a 26 48 43 8 Q NOTE: a 21 Y2" SELF TAPPING CONCRETE e FOR MULTIPLE ORIFICE APPLICATION 230 55 9 8 48 43 8 0 J co ANCHORS, PHILLIPS 5-12 OR A .,. A 3" MIN. SPACER I REQUIRED AS 32 56 55 9 Q O APPROVED EQUAL. •`• SHOWN. SPACER TO MATCH PLATE GUIDE 36 67 69 10 ° Y2" X 1-N" STAINLESS STEEL : 1. THE IRRIIGATION SYSTEM SHALL BE CONNECTED DOWNSTREAM OF THE DOMESTIC DIMENSIONS, WIDTH, MATERIAL 38 67 69 10 0 Y ° BOLT. WITH A WATER TIGHT SEAL. SERVICE BACKFLOW PREVENTION ASSEMBLY (OP,ION A) OR SHAT_.{_ HAVE: ITS OWN ��_ 40 67 69 10 � n METER AND BACKFLOW ASSEMBLY (OPTION B). a2 61 71 to fig§ GI 71 10 m P7 2. DOMESTIC AND EIRE: SERVICE:_ LINES /1-" AND LARGER SHALL BE DUCiIL.E� IRON FOR A 43 es 73 10 W N ° DISTANCE OF 5' MINIMUM DOWNSTREAM OF THE BACKFLOW VAULT. �0 c r 7n 10 s ORIFICE PLATE 3. PRIVATE FDC OR HYDRANT MUST BE LOCATED ON CUSTOMER SIDE OF BACKFLOW $ 66 78 io 0 v DEVICE, I U 60 73 91 14 � � IY s AND GUIDE �1���V V r Services 68 73 91 14 � 0 ° DRAWING N0. 730 REVISED 12—os Our commitment i9 clear. Tualatin Valley Water District DESIGNED:PDB TYPICAL COMMERCIAL/ DATE: 6/1/2012 -�I c 72 96 115 16 �- Y APPROVED: MFK INDUSTRIAL SERVICE DETAIL Numbers indicate?maximum dimensions ininches. J � � N vIn CO Q a 1850 SW 170th Ave. Beaverton,OR 97006 LAYOUT O T (503)642-1511 www.tvwd.org SCALE: NONE r- I— D E a SHEET NUMBER C6 . 2 � o o .L 1 � U U) N o � N v w M o CA to < W UED 't � zJCA RESTRAINED LENGTH (FEET) REQUIRED FROM COMMON FITTINGS _.-. LIMIT OF REQUIRED V (n CLEAR ZONE. - = O o J N PIPE DIA DEAD END/ HORIZONTAL.&VERTICAL BENDS REDUCER (SEE NOTE 3) II O �° 1 (nor�U (IN) TEE BRANCH 90 45 22 112 111/40 4 6 8" 10°' FIRE HYDRANT (n (n 4 45 45 15 10 5 - - - - i,%i...";% ",. 40 MIN. ;; A� nom' 0 w X�V Z 0 0 f,, ."' +fir+'�r 6 62 62 20 10 5 25 - - - '1 3 r"r ' : I1 ¢ 5 8 75 75 25 10 5 42 24 - - A`'' :� .n ! --- --- ------------------ .� Z N`n w 10 95 95 30 10 5 62 48 27 - '±f/. ,' rrrr ,=" -I---- II 12" MAX. TO L-------------------- 0 o m r r ,• I---- o Q 00 12 115 115 35 10 5 79 67 49 27 � •!5t' o o " �j; /r li TOP RUNG \\ _ 0 Y THESE VALUES ARE BASED ON A TEST PRESSURE OF 150 PSI. IF TEST PRESSURE EXCEEDS 150 -' PSI, INCREASE RESTRAINED LENGTH VALUE BY THE RATIO OF THE ACTUAL PRESSURE TO 150 PSI. ;; r /;- - r ,"", `.f r /,r/ff//, •,�, ,. /, /,/-/ ' ( Y .,,.•-."'.-•;-_.,r^!.`,,r! B z EXAMPLE: 200 PSI TEST PRESSURE -- 200 PSI = 1 33 , � �j�;�fir/ �,�,; r/ O w z150 PSI - ; .' , ;.- -; rf r rY -'!%'f .- r, -` f ,-: o z ° I MULTIPLY LISTED VALUE FOR RESTRAINED LENGTH BY 1.33 ! 18„ MIN _._ C 15 ry1 15 0 0m z z Q CURB FACE OR EDGE o ry Q OF STREET. D <1 Ld RESTRAINQ_____________-________--__-_-__.-_ 10f __________._____-..__._ . .�.,__.__._______._.._.._,____ _ 10° _-_-__-_-________-_ 30" MIN. CLEAR + DISTANCE TO ANY (NO JOINTS JOINTS ALLOWED ON THROUGH OBSTRUCTION cNv N Q LEG WITHIN 5 FEET OF TEE) 17,V= » I I 0 �t- E TEE BRANCH DEAD END BEND REDUCER -_,,,_ Y _.._.._.... ,_ ._„_.._._ MOTES If_I I________1 1 > L73ts.`a 1 1. ALL PIPE JOINTS WITHIN THE SPECIFIED DISTANCE FROM A DEAD END, TEE BRANCH, NOTES: E REDUCER (RESTRAIN LARGE DIAMETER SIDE EXCEPT AS ALLOWED IN NOTE 3), OR BEND (RESTRAIN EACH SIDE) SHALL BE RESTRAINED WITH FIELD LOK® OR FAST GRIP® GASKETS. 1. THE CLEAR ZONE PROHIBITS THE FOLLOWING: a VEHICLE PARKING TD 2. RESTRAINED LENGTH VALUES ARE BASED ON THE FOLLOWING ASSUMPTIONS: a FENCES • TEST PRESSURE: 150 PSI a TREES j 1 0 • PIPE MATERIAL: CEMENT-MORTAR LINED DUCTILE IRON WITHOUT POLY WRAP • LARGE BUSHES F= • PIPE COVER: 3 FEET • RETAINING WALLS z • TRENCH CONDITIONS: TYPE 5 (CRUSHED ROCK IN PIPE ZONE AT 90% OF T-99) • ANYTHING ELSE: THAT MAY INTERFERE WITH OPERATION OF SIDE VIEW FRONT VIEW � 0 • SURROUNDING SOIL CLASSIFICATION: GM/SM (SAND/SILT) THE FIRE HYDRANT. cn U' • SURROUNDING SOIL DENSITY: 90 LB/FT' 2. THE CLEAR ZONE ALLOWS THE FOLLOWING: o w U O • FACTOR OF SAFETY: 1,5 • LAW GRASS z 0 MULCH KEYNOTES: o s 3. JOINT RESTRAINT IS NOT REQUIRED ON THE LARGE DIAMETER SIDE OF REDUCER IF THE BARK DUST A. LADDER EXTENSION SHALL BE ALUMINUM AND EXTEND 40” ABOVE THE TOP RUNG OF L` UNRESTRAINED STRAIGHT PIPE LENGTH ON THE SMALL DIAMETER SIDE OF THE REDUCER GROUND COVER THE LADDER. o EXCEEDS THE VALUE CALCULATED AS FOLLOWS: e LOW PLANTINGS B. ATTACH LADDER SUPPORT TO INSIDE FACE OF VAULT COVER OPENING WITH STAINLESS w 5 LARGE DIAMETER HOWEVER, THE PROPERTY OWNERS SHOULD BE AWARE THE GROUND STEEL HARDWARE AS SHOWN. OF RUNG MUST BE SET 7" FROM FACE OF SURFACE Cn o SMALL PIPE STRAIGHT LENGTH = SMALL DIAMETER X RESTRAINED LENGTH COVER COULD BE DAMAGED WHEN THE HYDRANT IS USED OR - Q BEHIND RUNG. (FROM TABLE ABOVE) MAINTAINED. » 3. THE CONTRACTOR SHALL NOTIFY TVWD �JHEI�! FINAL LIFT OF AC C. PROVIDE 15 MINIMUM LATERAL CLEARANCE ON EACH SIDE OF LADDER � 4. CONTACT DISTRICT ENGINEER FOR GUIDANCE ON PIPE JOINT RESTRAINT IF PIPE DIAMETER PAVEMENT IS TO BE PLACED SO A BLUE REFLECTOR BUTTON CAN BE D. LADDER SHALL MEET THE REQUIREMENTS OF OSHA AND SHALL BE HOT—DIPPED z GALVANIZED AFTER FABRICATION. o INSTALLED FOR THE FIRE DEPARTMENT. w � � Q EXCEEDS 12 ' AND/OR DESIGN CONDITIONS DIFFER SUBSTANTIALLY FROM THE E. LADDER SHALL BE ATTACHED TO FLOOR OF VAULT WITH STAINLESS STEEL HARDWARE I- J -1 7) Q y ASSUMPTIONS LISTED ABOVE. OF SUFFICIENT SIZE. � a d 0 z 0 0 ' Tualatin Valle Water District DESIGNED:PDB DATE: 6/1/2012 DATE: 6/1/2012 Tualatin Valley Water District DATE: 6/1/2012 I- m m V Tualatin Valley Water District DESIGNED:PDB FIRE HYDRANT DETAIL DESIGNED:PDB VAULT LADDER DETAIL ° 0 0 � < C) DO J PIPE JOINT DETAIL ( Q It w Z z Y c� o \ �^ APPROVED:MFK !� a►^ APPROVED:MFK = J U 3 \ �s� APPROVED: MFK ::D a 1450 SW 170th Ave. Beaverton OR 97006 RESTRAINT 2 ') 1850 S W 170th Ave. Beaverton,OR 97006 CLEAR ZONE 102 1850 SW 170th Ave. Beaverton,OR 97006 IN TA L LAT I O N 3 0 0 Y U w ry _ SCALE:NONE �_ T SCALE: NONE SCALE:NONE V) o 0 v - (503)642-1511 www.tvwd.org (503))64- 1511 www.tvwd.org (50))642-1.511 www.tvwd.org o U ° 0 0 �cL D PROFFS 16 Q)N \�� GIN N / v � 86691P �y v a 2" GATE OREGON BLOCK a VALVE DOUBLE CHECK VALVE PER DETAILDDLE 200 (TYP) TUALA11N VALLEY WATER TO LOCAL PLUMBING DISTRICT STANDARDS CODE STANDARDS UI f �0 RETAINER GLAND s DISTRICT APPROVED EXIPRES:06/3012015 O,` ��Q I BACKFLOW DEVICE ° ) z m! w' V� SPOOL FLGx PE - ------- - - --- -_ CUSTOMER SIDE _ _ N 3 z Z SEE NOTE 1 ° 8 FLANGE COUPLING ADAPTOR _ _. _. ] ¢ �� $ 1 SEE NOTE 3 ' METER SIDE �___ _• 0 0 U, w PROI'EC ( ' LINa I Iw— �� LATH ON PRO ......... ......... FL�.r'W"_ F ILI 0i U SIDEWALK w' LINE AT PUE. ( f ° ,..��� of SEE NOTE 1. � s�g EXTEND DUCTILE IRON PIPE 0 = PROPERTY CORNER. MIN I - I 5' MIN. OUT OF VAULT TO PLAN a 0 I I PROTECT FROM BREAKING SEE NOTES 2 AND 3. I� DUE TO VAULT SETTLEMENT, - a PROPERTY LINE AND I -,Js I N LOT NUMBERS MARKED °,� :�;, °A. ON FACE OF CURB. PLAN RELIJ LADQUIREMENTS ENTSER NG OSHA LO a SEE DETAIL 300 AND _............_.._............_-._...._..........._.................._.._...._. a (D SEE NOTE 1. I SPECIFICATIONS CARSON METER BOX 'D DOUBLE CHECK VALVE ASSEMBLY PLAN (OR EQUAL) j Z w T GROUND LINE ---------__-__---- _------ _ --_._. DAYLIGHT CURB OR / _._•.rzt-: _. .41 \. y' " .`y 3' MIN 6' ° " '' /_/;�; cn ' ELEVATIION 3" MIN If IsoLanoN BALL VALVE 2>' DOUBLE CHECK r , \ f t CLEARANCE ON 1{ \ v Y 7j I t OPENED OS&Y n it 7��/ 24" MIN CLEARANCE Ln VALVE II VALVE ASSEMBLY It SEE NOTE 5 RI E METER BOX AND SERVICE PER CURRENT { II FLANGE COUPLING ADAPTOR o Q) INSTALLATION BY TVWD I PLUMBING CODE INLINE CHECK VALVE c I ;j ii I IO ° ° SCREEN Ln �'' MIN CLEARANCE �` I 1, o I 1 ! lGb N I CONCRETE BALLAST MIN`� 12" z N p o I SEE NOTE 2 � i /1(" G L v C' DRAIN TO DAYLIGHT OR 1�N o r INj I ` PROVIDE 1/3-HORSEPOWER STAINLESS STEEL SUMP PUMP. SEE DETAIL 310 AND 320 FOR r , '6 II SUMP DETAILS. CRUSHED ROCK BASE v METER " 6" MIN NOTES ELEVATION ELEVATION 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK NOTESQ D ° UTILITY BILCO : o THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER slzE VAULT DOOR Q a o 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NOTE. NON SHRINK GROUT O SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 3 660—WA J-5AL 2. CONTRACTOR fro INSTALL CONCRETE BALLAST 3 CU. INSTALLATION SHOWN IS ONLY A SUGGESTION. THE 11� a4 577—WA J-5AL RSH GIH GROUNDBASEROF VAULT WHERE FLOODING DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. 3. CLEARANCE BETWEEN WALL AND DEVICE 8" MIN., FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIRCD 0 6 676—WA J-5AL Of 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF 12' MAX., EXCEPT 8" MIN, 9' MAX. FOR 660-WA VAULT ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED ♦ n 8 687—WA JD-3AL 4. THRUST BLOCK 1'-0" MIN THICKNESS V � a A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES 10 5106—LA JD-3AL 5. FOR USE ON FIRE SERVICE UNE. FOR DOMESTIC IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). m C AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT SERVICE SEE DETAIL BF 101. IF FREEZE PROTECTION IS PROVIDED. THE MIN CLEARANCE MAY BE REDUCED. Z N U LOCATION. • "OR EQUAL" APPROVED BY DISTRICT ENGINEER W Un v 11' DATE: 6/1/2012 DATE: 6/1/2012 " " " DATE: 6/'1/2012 � Tualatin Valley Water District DESIGNED:PDB 2 & LARGER METER Tualatin Valley Water District DESIGNED: PDB Tualatin Valley Water D1Stl'1Ct DESIGNED:PDB 1 -1/2 , 2 & 2-1/2 o r — INSTALLATION WITH DETAIL ( DOUBLE CHECK DETAIL ( e DOUBLE CHECK DETAIL V) ° \ �� APPROVED:MFK \ A APPROVED: MF �+ \ �� APPROVED:MFK C BACKFLOW PREVENTIONASSEMBLY ��++ B c 1 02 o 14.50 SW 170th Ave. Beaverton,OR 0700(, 18.50 SW 170th Ave. Beaverton,OR 97006 VALVE A�7ti7 E M B LY BF 100 1850 SW 170th Ave. Beaverton,OR 97006 I— V � � Y o (503)642-1511 www.tvwd.org SCALE: NONE DEVICE ®2 (503)642-1511 www.tvwd.org SCALE: NONE (503)642-1511 www^tvwd.org SCALE:NONE INSTALLATION In Q LL OCD c I— o o SHEET NUMBER ll 0 L C6 . 3