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Plans (35) F PS2O 18-00024 NW CC 1 SANITARY SEWER (SS) KEYED NOTES O 0 - - �_ - - \ \ CC I- - - ' - - - -- - \ - 1. CONNECT TO EXISTING 10" SANITARY SEWER MAIN - BORE A SMOOTH CLEAN HOLE CO _ A - IN EXISTING MAIN AND CONNECT 4 LATERAL WITH AN INSERTA-TEE PER CWSca _ cc\ � DETAIL PRANG 530 e� �p :-cil a mi ui wAT-- ,� ---wAT-, ..� ._.� ..�woo' .-� �- - -- - -- • NEW 4" INVERT C1.G�. L .�U - -wAr- - Mg - { T-- -- -wAr' - -` - wAT - _ - -\wAr - EXISTING 10' MAIN INVERT En: 256.06 a © wAr _,WAT-- __� -.� _.� --LAT - --- OFFICE COPY Z 8 SW 68TH PARKWAY \ 2. 88' 4' D3034 SDR-35 s=0.1195 FT/FT (INVERT: 267.00} • z o'� _ �� - �'- - - - - - - _ _ _ _ _ \ 3. SANITARY SEWER CLEAN OUT (SAN-CO-1): r is La - - - _ - ____._ _ RECIE > z _� 6 RIM:273.40 z z / o - - -sAH-- - - -sAH- - + SAN-. - _._ sA, INVERT:261.00 �., N z 4. NOT USED MAR 2 $ 2018 ca 8 • ra c7 rc. B CO \- --SDA- _.._ ,b. STM - - 5. NOT USED BUILDING DIVISION z "' W ■ �-•�- -STM 1�G1����1\ N F ] u�i d. Z / I41v ' ��=�� . r ' .'� 11: 6. NOT USEDt UI ¢ [`� Cr WI Y z O i . / - ._ ' v :: r . o �� . ' °w �; - ' \ 7. NOT USED d`r' n: v W FL ,,,-'---7---- . • ...-'" 0. -_ I _� .... .. \ `�- ` - _..``` „_ 8. NOT USED Z r' 7 1.1.1 arm © r I m �`__� ``\ \ \\ `\ ``� 9. PLUG AND TEMPORARY LOCATING 2X4 BOARD PER CWS DETAIL 520 o �- L_ _ k _ 41013 1 / \ N. ‘ 1 0 4:t (15 c4 6 \oTifr10. SEE MECHANICAL PLANS FOR CONTINUATION v • iI 10 ‘9 W 410 � • � � a cc 0 / I ." ma \\ �\ ` .Arm ,- , _ -f--. E 00 _ _MEM MO ` 0 ac , , , ........ l ' < 7 „______J \\ ' -i : 1. CO \ \\ `�, , +,, \\\ a , to sq.xf A ;, ► 1 �..ail / •----� ' r ` ik ; �`, `�` 1158 \ \ WATER AND FIRE KEYED NOTES 0 �" I 1 \\\::1t \ '� �,,r I II 1. EXISTING FlRE HYDRANT / I i -, MS l \ \` \ (FT_OW TEST DATE: 11/28/2016) 1 f li STATIC PRESSURE 89 PSI 0 alf, 5 r � • • • I \ \\ \ ' ICECC WC° RESIDUAL PRESSURE: 73 PSI I I11! 1 MEASURED AVAILABLE HYD. FLOW: 4889 GPM r 1 \ i \ \ \ r p�- U I t \ \ \ \ `‘ 2. TAP EXISTING 8' MAIN WITH 8"x6' TAPPING SADDLE (TVWD DETAIL 8) AND 6' I 1 I , \ ,� GATE VALVE, FLXMJ TVWD DETAIL 3), Cr) = �: . N f \ 0 C4 CC 3. INSTALL 6 DOUBLE CHECK DETECTOR CHECK WITH FDC PER TAD DETAIL .)..) 1 1 \ . BF200 r Q 1 •••� 1 1 °• r. ° I i \ V , , an ym I 1 1 \ \ \ 4. NOT USED r 0 o CC I l `� 5 i : 1 \ 5. NOT USED NEW STORAGE �� 1 l \ \ . I . I BUILDING ! I L \\ \ 6. 6' CL 52 DIP 68 LF (36 MINIMUM PIPE COVER) IN POLYETHYLENE ° FACILITY Q U I LD I N G I L ENCASEMENT PER TVWD DET 2 AND ADDENDUM#3 (EFF. 10/1/15) .- ~ -- `~- - 1 \ ., - - ``� 7. ARE DEPARTMENT CONNECTION (FDC) Q 1 --> _ Z 4. 1 I \ -- a 2" SCH 4O SUMP PUMP FORCE MAIN WITH ASCENDING COPE. DAYLIGHT TO Z .•. . .. .... :. . -�- FACE of CURB. Q - -.... 11111 all IIIII < 9. INSTALL PUBLIC ARE HYDRANT (TVWD DETAIL 101) NJa 11• ,i I ; .• f1 - 2 .____ 1 ei1� ( 0)) 1q, . , I " ` 1O. SEE MECHANICAL PLANS FOR CONTINUATION. UJ 2 I ' 4� ' • I L - -r IIS 11. 1" PEX PIPE (52 FT) W I 10 • E 1 12. CONTRACTOR SHALL USE THE EXISTING IRRIGATION SERVICE FOR DOMESTIC 1 • - ♦ ., SEIM. CONTRACTOR TO COORDINATE INSTALLATION WITH MD AND PAY Pi ; I ♦ I• • • • I THE REQUIRED SDC FEE. INSTALLATION OF THE DOMESTIC WATER METER PER co D '' �� I : T T TVWD DETAIL 7P. INSTALLATION OF THE 3/4' DOUBLE CHECK (DC) ASSEMBLY , . . • ' ♦ Q*: '-';1 _ 1 PER TWA) DETAIL X10. i I I . , CC a CC 11584 { 0I I 0_ -1 W 1lUU.' ij NOTES: Z Q I 1 1 1. JOINT RESTRAINT CAN BE USED IN LIEU OF THRUST BLOCKS (TB). oct Cl) g I ti1 it I I I I a 1+ 1 � I COMM BY: JDS .,...� 1 -� COPY DRAM BY JirID ( ,--- �. 5 �,. I OFFICE • CV I s if I- CITY OF TIGARD CHECKED BY: JPC C ) \ REVIEWED FOR CODE COMPLIANCE WI F-: AS NOTED 1 ��[� ``• k, i ;.. Approved: I. DATE 2/21/2018 ta / ° I . OTE: l`"' 1. r I - *.. _. permit #: �� 1 Hg �� _ - - if*_ - - -S1N- - - -S1N- - -0----SW- .- -SNN- - - -STN- - - -SIN e' , . - Q d 1 -y 11040 Address•. jj -d- 001104111 I,� .Cur F��R� (JJCW 4.7 t' '�` am . .'- Suite #: f 110 U I 1• _ - 030062 -1036 L. ,+. x 16 J311.----:) I I `r �r +� r• MI6 r _ mmoam. NM M _ 1! 1� illirr X37 BY: - Date. s9. z°° 11582 30061411012: OHR 1 S tee.. 0 Q11035 30Q380 RENEWAL DATE: 12/31/19 IR i 300360 11028 REVISIONS a i ' 30060 0 USSC4M1141161 "'"' JOB NUMBER SCALE 1" = 20 FEET 5077 11111.11.1iiiiRii SHEET z 20 0 8 12 18 20 CO) LL1 „ V � o e� /��,`�y//��//`�//.((/V V j ,�/ V/1//j\i'jam yj/�y//��//� / = c..= 0 [FINISHED GRADE -- 18 1-.- o; 4"C) \\\\\\\\�`\\\\\\\\\\\\\\\\�\\`\\\\\\\\\\\\ \\\\\\\\ N H s Z : et::cc *=fit- _ �> PROPERTY LINE \\ \ \\ cc W PLANTER +, STRIP - - - // //\�//�� 4 •. `// //�/ C)1111 °gill 12" MAX. Lu LATH ON PROP.--211 ,..; : r 4 - ; �,j\\\\\\/ ,: 0. a LINE AT PUE. �� // •: :.,i.l • �r , �' \ �l: _ I SIDEWALK SEE NOTE 1. \/X/ /f� • ;•._■" ' . , - 41 •,4,. ' /j\\/�\\. >=o Z ....„ is..„--.._-------../-------„--_,- . PROPERTY CORNER. I 0 ` , cn W to 6 SEE NOTES 2 AND 3 ti, "' ¢ z _ PROPERTY LINE AND 8c i P �Ir�rlrrs�lr��l��ltlr�,t,r�r�lr r L_ (0) = Z e LOT NUMBERS MARKED 4 I'el'�il (�,, �i:l (i,1 fil Q ��, f PUBLIC UTILITY /� ., .. ., ., ca ¢ r_ ' n el ._ t 1 s ON FACE OF CURB. �- EASEMENT -� 1'----� � IIIMIMIMBI r z rn Z d it 1 1 SEE NOTE 1. PLAN Q ,. .....■.■, 1 f o - o .yi: 1 ! 0 0 , % Hai 'Limy,q, :ill) % N) 1'7 E W ....-- =_ow'*' , .�� M,) ` TABLE 1 6 Q o E) z w ill' Mimi oi PROFILE VIEW i "' rn �' "' y z CC 4 4 ,tip ° �■-rr jy P'°�'�t 0. ^.�� Y , ��44 0, __ 0 i unti BRANCH THRUST BLOCK Y¢ a v w LL. �� .. . .� `.I; ',/%)*. �•/p PIPE DIA BEARING AREA 26 ,to,,,. -1, & ..St ji '' .., f' i 1lila . 5,7404, , ELEVATION ; .•:: . ` a4 1.3 W O � r } r a 2.8 I _ + METER BOX AND SERVICE PER CURRENT 101°1 -- 8 5.0 0 114 ilj ; •� F INSTALLATION BY TVWD I PLUMBING CODE 0 12 11.3 W o�` ,, r 9E, ,, - -��---, y`� KEYNOTES; "'i°` ' r. - 1 r` A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH. THRUST BLOCK \f \�, \\/ /./ \ . \ 7" I 2" I ' SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT IN ANY KEYNOTES: t DIMENSION. CONCRETE SHALL BE CLASS 3500 (6.5 SACK MIN.) imim A. OLYMPIC FOUNDRY VB910 (OR APPROVED EQUAL) VALVE BOX AND COVER` WITH ,I„ u;�.�1 B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL POLYTHEYLENE PRIOR 1- 14 "W" CAST IN TOP SURFACE. VALVE BOX. SHALL BE PLUMB, CENTERED ON AXIS CURB STOP -• TO POURING THRUST BLOCK AND BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM (n a O ` :OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. B. UNPAVED AREAS ONLY PROVIDE 24" SQUARE BY 4" THICK AC OR CONCRETE1" TYPE "K" SOFT C., C. STAINLESS STEEL TAPPING SADDLE WITH GASKET AND FLANGED CONNECTION. T PAVEMENT PAD. FOR CONCRETE USE #4 REBAR STEEL REINFORCEMENT OVER 4" COPPER TUBING METER D. LINE-SIZE GATE VALVE (FLG X MJ). 13i COMPACTED 1"-0" CRUSHED ROCK. REBAR SHALL BE 2" DEEP AND 3" FROM NOTES: E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. EDGE3F PAD. PAD SHALL BE CENTERED AROUND VALVE BOX. 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTYCC C° C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH .AS NECESSARY. LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK QENERAL NOTES: Q. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 60" FROM THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. 1. BEFORE INSTALLING TAPPING SADDLE, CONTRACTOR SHALL THOROUGHLY CLEAN PIPE < (1) FINISHED GRADE. SEE DETAIL No, 5. .-. TO REMOVE ALL DIRT, ROCKS, AND OTHER FOREIGN MATERIAL FROM PIPE WHERE E. WRAP VALVE WITH 3 LAYERS OF $ MCL POLYETHYLENE PRIOR TO BACKFILLING. 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER SADDLE WILL BE INSTALLED. 0 EXTEND PVC WRAP 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 10 SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 2. SADDLE BOLTS SHALL BE TORQUED TO MANUFACTURER'S SPECIFICATIONS. MIL PVC PIPE WRAP TAPE. PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF nom 0) F. VALVES 8" AND SMALLER SHALL BE MU GATE `VALVES. VALVES 10" AND FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. Fill LARGER SHALL BE MJ BUTTERFLY VA,IVES. 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF 4• SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR Cr) G. 2" SQUARE OPERATING NUT. A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES PRIOR TO TAPPING. H. 8"X6" SXS SDR35 SWR CONC. ,REDUCER, CONNECT TO D3034 PIPE V 1NG A AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. Q T c LOCATION. !6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. COMPATIBLE PVC CEMENT. om T GATE: 6/5/2013 Tualatin ValleyWater District DESIGNED:PDB SINGLE WATER DATE: 6/1/2012 Tualatin ValleyWater District DESIGNED:PDB DATE: 6/1/2012 (� o Tualatin Valley Water DistrictioEslaNEIS: HCC +. TYPICAL VALVE DETAIL SERVICE TYPICAL DETAIL �► DETAIL T ,� APPROVED:MFK TAPPING SADDLE mom 1. �� = fAPFR0VED.SLD I(, � APPROVED:MFK INSTALLATION WITH 1850 SW 170th Ave. Beaverton,OR 97006SETTING 3 1850 SW 170th Ave. Beaverton,OR 97006 SCALE:NONE P 1850 SW 170th Ave. Beaverton,OR 97006 SCALE:NONE 8 (503)642-1511 www.tvwd.org jSGALE:NONE �1 (53)642-1511 www.tvwd.org PLANTER STRIP (503)642-1511 www.tvwd.org re © CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL LU • KEYNOTES: -r` 1 /- STRAP/SLING PIPE WRAP/ 1. EXISTING WATER MAIN. AC PAVEMENT REPLACEMENT. 0 PIE ENCASEMENT Q SERVICE CONNECTION WET TAP BY 1~' SEE NOTE 4. 0 1.7.1TVWD-APPROVED CONTRACTOR. Ern- J , y„' J -6------1-- 6" MIN. SEE NOTE 4. -- - :�' i * .. . !-"aa. (al GATE VALVE (TYPICAL). MOUND EXCESS MATERIAL TO ALLOW 1 � It<\\//`\\-C + - --, i = + '' " 1:: DOMESTIC WATER SERVICE METER. FOR SETTLEMENT. CONTRACTOR " '`'' ` f \ MINI 14 Q SAWCUT CLEAN EDGE FOR 6„ CLASS "B„ `4�� �`����,� � ���,>��,.,� Q DOMESTIC SERVICE BACKFLOW SHALL RESTORE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. 7 -- ' �, x , ' BACKFILL . .,N , , ,, ., -N, .< ' Q PREVENTION ASSEMBLY. TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT. 0 © 0 IRRIGATION BACKFLOW PREVENTION I '�"- 0 ASSEMBLY. EXISTING EXISTING '' CC Q Da 0 PUBLIC FIRE HYDRANT (IF GROUND 1ct Q AC PAVEMENT , Z . . REQUIRED). ,..r, H. V' IIIMMI CD 0 FIRE SERVICE BACKFLOW �,-;.- \\ ` ,,t,,��,J,te / CC 11 to 2 -� PREVENTION ASSEMBLY. /j�j f .��,.����'�y - �,. -,_. �� . ,, ��,�4' :� 1 1T,+G,'. ' ROADWAY , - W \ \� \\ ..`\ `�'� F"1 1` ,��M ' /,.r i ,, `p i IP ,/,'\�/�\ ,rte "• i 0ri 9� IRRIGATION METER (OPTIONAL AT •�.//�\ff/ f`�`�f%`��%;�`. _. ., . t \ //\ ' \' \ f. •i it _ _r%f BASE 3 °�% ;�\:>/>\<> \\.'>//,'/\//:\7/r• =I CI° ADDITIONAL SDC EXPENSE). 4,-„,,•,,,,�,/ • • CLASS A / / :;r r�l.� f/\/ �. RIGHT-OF-WAY LINE. �:,*,, , - r .,\/\ , c" � •,. Y1 �'A.,,_,;:::\46, PERMANENT UTILITY EASEMENT NATIVE j/ fr r +- /j\ CLASS B 3/4'-0' °" .4 CC CidA. BACKFILL \ r `�� MINIMUM 5 OUTSIDE OF FIRE `- \ CRUSHED ROCK i = W SERVICE VAULT. �\ �''?`'`''�`'" -�l eft GRANULAR BACKFILL AIL> *MP: I go 1©2 PRIVATE HYDRANT OR FIRE DEPT ;' /."'/M6. . ,��j� 1 , CO immi 1701. CONNECTION (FDC} REFER TO / / „ Ji lc- i._. 4 It 4) I I NOTE 3. ;�\f :... -.-i i' .-1 I+� a PIPE \\\ „ii-� ;�� : �`� /\�..u3 -- . ...,.. .• r /®\ ZONE .._.. . .., \ ,�. y / / /-// /"' //=�- v . - N ///WIPE ODli ��/� 1 \� ', \ \ �' \�"`` 1K® >! \\ !:'4:�' �r m ' \�,6" PIPE BASE TWO LAYERS OF TAPE WRAPPED /� ���At- ALL THE WAY AROUNDF- / \ \ DESIGNED BY: JDS w )111,44 5 Lt- 6,� ►� i " ` - 6,� DRAWN BY: JMD v 12 w z c> TYP. TYP. 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE A5 5 z 0 U 5 SHOWN. CHECKED BY: JPO w W w 24" MIN. 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE SC : AS NOTED v z cn _ NOTES; ,. A ONE FOOT OVERLAP AT EACH END OF PIPE. DATE:2/21/2018 z �° cK of C� o Q 1. PIPE ZONE MATERIAL SHALL BE 3/4 -0 CRUSHED ROCK GRANULAR BACKFILL z ` Q z COMPACTED TO 95% OF AASHTO T-99. 2. TAKE UP .SLACK 1N THE TUBE ALONG THE PIPE BARREL, MAKING A SNUG BUT NOT �"' PROF 0 0 w c' O TIGHT FIT. FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF .' t1GINA' 4)4 r a 04 p r2 0_ 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER. (PE SHOWN LOOSE ce 7�:_.,11101°' ' 0 CZ a a - 0 REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO FOR CLARITY) J 1 T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). J0 3. LOWER PIPE INTO TRENCH, BEING SURE THAT THE POLYWRAP IS NOT DAMAGED, AND `r ' • 'N 2 MOTES: 3. CLASS "8" 3/4"-O" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED MAKE UP JOINT. �'S, Orf 29, Z0° �`'� 0 1_ THE IRRIGATION SYSTEM SHALL BE CONNECTED DOWNSTREAM OF THE DOMESTIC AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. p CyRIS -k\P SERVICE BACKFLOW PREVENTION ASSEMBLY (OPTION A) OR SHALL HAVE ITS OWN 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN METER AND BACKFLOW ASSEMBLY (OPTION B). 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE PLACE AS SHOWN. RENEWAL DATE: 12/31/19 2. DOMESTIC AND FERE SERVICE LINES 4" AND LARGER SHALL BE DUCTILE IRON FORA JURISDICTIONAL REQUIREMENTS. REVISIONS S. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL, PROVIDING A DOUBLE J DISTANCE OF 5' MINIMUM DOWNSTREAM OF THE BACKFLOW VAULT. 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. 3. PRIVATE DEVICE. FDC OR HYDRANT MUST BE LOCATED ON CUSTOMER SIDE OF BACKFLOW JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. Lu Tualatin Valley Water District PE BAG INSTALL DATE: 9/15/2015 d ns��Nr �:sA N. Tualatin Valley Water District DESIGNED:PDB TYPICAL COMMERCIAL/1 DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012 DETAIL JOB NUMBER DETAIL _ TYPICAL TRENCH DETAIL �'` "' "' ''` A :$L° MODIFIED DIPRAvET to ir\ �, APPROVED: MFK INDUSTRIAL SERVICE '4.1.111w310. . APPROVED:MFK 1850 SW 170th Ave. Beaverton,OR 97003 SCALE NONE TRENCH METHOD 2 5077 (503)848-3000 www.tV�vd.org 1850 SW 170th Ave. Beaverton,OR 97006 LAYOUT 1850 SW 170th Ave. Beaverton,OR 97006 BACKFILL 1 0 SHEET 1 (503)642-1511 www.tvwd.org SCALE:NONE (503)642-1511 www.tvwd.org SCALE:NONE 0600 0 Wr. he i- #4 REBAR AT 12" OC. ' `� " ,. = f EACH WAY (TYPICAL) EMI `J. % .1, ..L4 Alto 40" MIN. 0 1. = '3" MIN CLEAR1ww C3 z (TYPICAL-ALL BARS) 12" MAX. TO 1_ z - � �`i ♦�f \,/ /QI\� `i TOP RUNG --� �� 0 N } C., La. CI CC I,. ,• / „ 7�, MIN: -- ii 0 I V �� , --1 cc (NI 41 co U) Z ��� �;{:.' W.12 MIN. `f� e F.'• �. cp ¢ n cel C3 f� ��♦ �. :a -. ' ;f, :;':y:i I �'• OM. PIPE OD !' ,/ ( \ PLAN VIEW °' z ♦4� --'.... s. ' " •., <_' MIN. 15 I 15" _...._.. . _._.... .. _ tc.c. u:, o uli CC . . . .t� 2,. o !� o AIC a! ." •'�.." • "•�� I% ! L-_. --� 0 Z in lL') d., UJ h 0 3� M!N i�tr�✓� - i �� O QD in u- • SECTION O 6 MAX i� i � � � o CO .-, 30" MIN. CLEAR -- 0 TO ANY I-- I ,,,il ©II 11 W Z M OBSTRUCTION - - ' O O PI (15 I< (44/ �„ II ' 4111 I r II \ I / 41) U ,`SIJ°/!, MEGALUGS (2) REQUIRED ►''`•''`�, �� I \` r ' a CC NO JOINTS ALLOWED , .( AIT 1--. / . / , li \ IIdll ICC `� .. A . \\, CLASS 3500 O 4� ,.j., .i# / ,C�NCRETE III I �; 12" MIN. IliV O r ♦v♦ I i i ,r iiiMI, li �i\r �i\ __ 18 :640A>t,;'!: :••'t:rkor,4 : !.31 . r�.�*���*a� 4,# *.�* .♦ �r� .. 0 F-- 4( :11 011- lit I— 115 --__-. ' (n CL 24" MIN. .•.,::f;. : _ -� � / 41110 I / -`♦�`"•4.. _ ♦''\/♦♦!��/*\ - �`7�,, ELEVATION VIEW / 'Y MINS . ' O 1��\//`,./ ♦ SIDE VIEW FRONT VIEW KEYNOTES; G. DRAIN TO DAYLIGHT OR INSTALL SUMP PUMP. en h.,� /�/j � ,,i, I A. LOCATE SUMP PUMP AWAY FROM , .• ,, SEE DISTRICT STANDARDS FOR PUMP //At '.• Tom` x'404' #4 REBAR 12" O.C. ' PIPING AND DEVICES. SPECIFICATIONS. CC CO \/ ../1,. . .< EACH WAY (TYPICAL) B. DRAIN LID CHANNEL TO DAYLIGHT. H. RODENT SCREEN. " .� ,18 -' KEYNOTES: C. SUMP PUMP DISCHARGE PIPING TO I. 1"-0" CRUSHED ROCK FILL. CONTRACTOR orit , NO DIGGING WITHIN 10' ,♦• >' �\ A. LADDER EXTENSION SHALL BE ALUMINUM AND EXTEND 40" ABOVE THE TOP RUNG OF DISCHARGE LOCATION PER PLAN. SHALL PROTECT ALL PIPE, VALVES, METERS, POUR CONCRETE AGAINST D. ISOLATION BALL VALVE. UNDISTURBED NATIVE SOIL THE LADDER. DEVICES, ETC. WHILE PLACING ROCK. 0 >1 B. ATTACH LADDER SUPPORT TO INSIDE FACE OF VAULT COVER OPENING WITH STAINLESS E. INLINE CHECK VALVE. J. MANUFACTURE GRATE WITH CUTOUT FOR • PLAN STEEL HARDWARE AS SHOWN. q OF RUNG MUST BE SET 7" FROM FACE OF SURFACE F. 18" T & G OR B & S ROUND CATCH DISCHARGE PIPING. GRATE SHALL BE BEHIND RUNG. BASIN WITH FABRICATED GRATE, REMOVABLE WITHOUT DISASSEMBLY OF illim C. PROVIDE 15" MINIMUM LATERAL CLEARANCE ON EACH SIDE OF LADDER q_. GALVANIZED AFTER MANUFACTURING. DISCHARGE PIPING. C NOTE: D. LADDER SHALL MEET THE REQUIREMENTS OF OSHA AND SHALL BE HOT-DIPPED PROVIDE 6 - 1" HOLES SPACED K. PROVIDE PERMANENT POWER SOURCE PER 0 " CC CONCRETE STRADDLE BLOCKS FOR 12" AND LARGER WATER MAINS GALVANIZED AFTER FABRICATION. AROUND BASIN 3" ABOVE FLOOR OF LOCAL ELECTRICAL CODES FOR SUMP PUMP. SHALL BE DESIGNED AND STAMPED BY THE ENGINEER OF RECORD. E. LADDER SHALL BE ATTACHED TO FLOOR OF VAULT WITH STAINLESS STEEL HARDWARE' VAULT. WRAP WITH FILTER FABRIC SECURE POWER CORD TO SUMP PUMPT Q g OF SUFFICIENT SIZE. I TO KEEP GRAVEL OUT OF SUMP. DISCHARGE PIPING WITH NYLON CABLE TIES. cL, c.,._ • DATE: 6/1/2012 CC T o Tualatin Valley Water District DESIGNED:PDB DATE: 6/1/2012 DATE: 6/1/2012 Tualatin Valley Water District DESIGNED:PDB Tualatin Valley Water District DESIGNED:PDS STRADDLE DETAIL - VAULT LADDER DETAILSUMP PUMP DETAIL �^ APPROVED:MFK p 31// ,40. APPROVED:MFK \ �� APPROVED:MFK 1850 SW 170th Ave. Beaverton,OR 97006 BLOCK 200 1850 SW 170th Ave. Beaverton,OR 97006 INSTALLATIONSCALE:NONE 300 1850 SW 170th Ave. Beaverton,OR 97006 INSTALLATION 310 (503)642-1511 www.tvwd.org SCALE:NONE (503)642 1511 www.tvwd.org (503)642-1511 www.tvwd.org SCALE:NONE CC HYDRANT BEHIND CURBTIGHT SIDEWALK W STRADDLE BLOCK TO 'IL ALA TIN VALLEY WATER TO LOCAL PLUMBING IIMMMI i 1 A V B... ATMOSPHERIC VACUUM BREAKER PER DETAIL 200 (TIP) DISTRICT STANDARDS CODE STANDARDS 18" MIN 04( (/) • One AVE req'd for each irrigation zone; no control valves (on/off valves) DISTRICT APPROVEDLLI ti allowed downstream of (after) an AVE. RETAINER GLAND BACKFLOW S EXTEND DUCTILE IRON PIPE 24" MAX J • Each AVE must be installed a mm of six inches (d") above the highest - NOTE 3 5 MIN. OUT OF VAULT TO T- >i oa p PROTECT FROM BREAKING No II 0 chemical watert of fertilizer may be introduced into an irrigation system SEEe zone it serves. I PE ..�., f�---------- ``—`—` �� DUE TO VAULT SETTLEMENT. BREAK FLANGE O —1 < ♦ , equipped with AVB's. V I I 18 MIN O 3 ' M I N - as+♦,••q,.•••••,.,+• • No pumps or back pressure on downstream side of (after) an AVE. FLOW1111.,1 j j ? I--I frit I I — 6" MAX iiiii..< 0 • =,.,„ s= =r- ..... _ Ili,-,. -A w►� 1 ��. °�= FLANGE COUPLING ADAPTOR ` , � ��` r"�t�vv/ 1*' � � w �n f -1 - ..ipeut-: wr � ! 14.?„ VV 4 MIN �_�, II-I-1- --1--- I[ .w. w,,'w..w„•.w w f AS i i I I Ir--. --r-- 1 �.., w•, /• �r`�/♦ ♦/ ../. 4♦ 2 • • •�•• } r1 I I f {I III I OPTFONAL FIRE DEPARTMENT .4. aNom I'm a••as••♦4 • I I illt I CONNECTION. CONTACT LOCAL FIRE ;%• 0 0 CI k • • a• f I SI III I MARSHALL .•P:"� ♦ •.••• ,lal INIIiYlww.1/ I -. I I 1 ibileit ' LADDER MEETINGOSA w• .�l0 Q1f4:.i_I- REQUIREMENTS I�^� 1• III CJ /s��j fL� ��i O � ,i ' SEE DETAIL 300 AND TTfI---- C r.7 eI IMIIMM l ":��' 6 CLASS 52 DI PIPE -111111i .1 SPECIFICATIONS PLAN I I ILL,, � fit/ • "\ P V B... >�B VACUUM BREAKER ASSEMBLY [-LAN 4tp ALTERNATE inc LOCATION 1Y Iit 14.1 IIf ' : . / 1 • Onlyone PVB required to serve the whole system; control valves can be / 4 CC 4.1/E.• - ,,{\ .\\.<K„, r0 • " �': ,' -. , located downstream of (after) the PVB. I y �♦`�vy !f� f ' PVB's must be installed a minimum of one foot (12') above the highest d�ruGTO CURB OR ///\ • --• point of water they serve. GROUND LINE 3' MW 8" MAX L_I_� CO IMMMM t::::: :� . PVB's must be tested by a State-certified Backflow Assembly Tester...when �r`�♦'/�/G2 , �4r47�i%/' .`1''� / . installed ...annually when moved or repaired. ��/.�•/1 `�♦/ '++••••••+•••••,.••a+- No chemical or fertilizer may be introduced into an irrigation system `'4* }' MIN N ` / HYDRANT IN PLANTER STRIP �i•••+i••••4,•%••�•y • equipped with PVB's. ` I I C CLEARANCE ON 1 8" M I N t.•••••1+1.•1•+a••+�• 7 II - ISOLATION BALL VALVE 4,....? •,Pt• I No pumps or back pressure on dowlnstream side of (after) an PVB. I I OPENED Q II H Ia SSEE NOTE 5 I �' tit' 2 4" MAX •' 12"min ,. n -.--------- - --.-- {� f ��� � - - / """"iii BREAK FLANGE .�— I I INLINE CHECK VALVE r i I • _ 1I II 18" MIN 3" MIN %+��i�r��+� I N 1 DESIGNED BY: !1S �1�•�,••• `,1 1 hlllil�lr — 1 f iMMI *AI, d , e � . 6 MAX DESIG BY• +)�0 III • I IIllbr ( IMO* I'...� r ~r'iii .��.��-cam / v '- • r,.................1 i ► I 12" '��' \v♦ ♦,4 ;'' :w-;;�s- w= •tPIO CHECKED BY: JPC CONCRETE BALLAST I MIN ♦ ` \^`� Y r\ x',�'.�•'�•�..Iwor nfoni.�• SEE NOTE 2 ; �RDDENT SCALE AS NOlG1J / 1 D C Y A... DOUBLE CHECK VALVE ASSEMBLY ii - � ` LDRAIN TO DAYLIGHT AIR SCREEN DATE:2/21/2018 " " • Only one DCPA required to serve the whole system; control valves can be tg PROVIDE 1/3-HORSEPOWER KEYNOTES; IIICirf>f>f~nr .iiii di. °r located downstream of the Den. 4 u 11 STAINLESS STEEL SUMP PUMP. ' F I. +[� ��'. ' J 1 1-1 SEE DETAIL 0 AND 320 FOR A. VALVE BOX ASSEMBLY PER DETAIL D. MECHANICAL JOINT WITH GRIP ,` PO4 �/ DCVA must be tested by a State-certified Backflow Assembly Tester...when 1UMP No• 3• FOLLOWER. ALL JOINTS IN y • installed ...annually ... when moved or repaired. ELEVATION GINA, ' \ t Or No chemical or fertilizer may be introduced into an irrigation system HYDRANT ASSEMBLY SHALL BE �( �•;+;•.�+;�....,.*it;••;•+ equipped with DCVA's. B. 6" GATE VALVE. WRAP TEE AND FULLY RESTRAINED. �f I ��1•♦.�+x,44010.1+0++.•�.••! VALVE WITH 3 LAYERS OF 8 MIL i o Witi•�.•�•+�•���+++4•�. UTILITY UTILITY BILCO POLYETHYLENE PRIOR TO E. 12"X12" CONCRETE PIER BLOCK p1 I~. ' °9 c? •••••+•f••••'+♦.+••••••• VAEILT VAULT * ON UNDISTURBED NATIVE SOIL. ' �'e 79, ti° it" slzE DOOR BACKFILLING. ••q•♦•••+.•,••W4' -- WITH FDC # W/0 FDC * NOTES: A �P •+•••aO•+•+i �� A. CUR 15� ++•••i•••••iO•+•i+i , ' 2Y" 575-LA 575-LA JD-3AL I, CONTRACTOR TO SEAL AU.OPENINGS IN VAULT NATH +..11at_...•.• � F. DRAIN ROCK POCKET. 4 CUBIC % �..•�-•�••�••�•'•••" ,�•�,,�;�, • 3 577 -wA 577-WA J-SAL ON SHRINK GRITC. TEE. NEW CONSTRUCTION TEE iii NI,*Poq•-+k yii/i ii I 1111 FEET MINIMUM. RENEWAL DATE: 12/31/19 ;�`�•: .17-4••a,41.••� :�::'\,'� +i�•i•i••� i z CONTRAC7oR TO lNsr/U.L C9NGRETT: BALLAST 3 CU S i-IALLB E MJXMJ. C0NNECT10NS• ♦+ • ♦•. ♦ I 4 577-WA 577-WA J-5AL YDS MRN AROUND BASE of VAULT WHERE FLOODING■,r+�,�•� +a�aA%•' .���+��.•i�+ I �ilim illrrM,il+•�+.+' I OR HIGH GROUND WATER EXIST TO EXISTING MAINS SHALL BE RASIONS •�. •+: 6 676-WA 676-WA J-5AL 3. CLEARANCE BETWEEN WALL AND DEVICE 8' YIN.. 12• E '�:imom ��`-ice-i; iii t=,1• MAx, EXCEPT e' MIN. g• MAX FOR 660-WA VAULTG. MAINTAIN MINIMUM CLEAR SPACE - : 40404••♦•�, 8 687-WA 687-WA JD-3AL 4. DETECTOR METER TO READ IN CUBIC FEET TAPPING TEE PER DETAIL No. 8. �;, ..°41.0/'•':••, ,lg'��� \11fc�.■)e ' I 10 5106-LA 5106-LA JD-3ALTHRUST BLOCK REQUIRED ONLY IN ALL DIRECTIONS PER DETAIL No. —,• 1,....e.......4. • 'OR EQUAL' APPROVED BY DISTRICT ENGINEER FOR TAPPING TEE. 102. PLACEMENT OF CONCRETE I~ AROUND HYDRANTS IS PROHIBITED. JOB NUMBER Tualatin Valle Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valle Water District DESIGNED:PDB DATE: 6/1/2012 Tualatin Valle Water District DEs1GNED:PDB Valley TYPICAL BACKFLOW Y DOUBLE CHECK Y FIRE HYDRANT DATE: 6/1/2012 5077 ti-i �► DETAIL DETAIL + STANDARD DETAIL f\ 1� � APPROVED:MFK PREVENTERS FOR LAWN ` r^ � APPROVED:MFK DETECTOR ` 1 �., � APPROVED:MFK SHEET 1850 SW 170th Ave. Beaverton,OR 97006 SPRINKLER SYSTEMS R 1850 SW 170th Ave- Beaverton,OR 97006 B F 20 1850 SW 170th Ave. Beaverton OR 97006 1 O SCALE: NONE �•+ O SCALE: NONE ASSEMBLY SCALE:NONE INSTALLATION a (503}642-1511 www.tvwd.org (503}642-1511 www.tvwd.org (503j 642-1511 www.tvwd.org d u, 601