Loading...
Plans M2014 00103 } ' - 011 � y < n � %p or„ ,tt _...�_...4]y ii- 2J:?�.. as2`> rS.y,�a.,.0 c,u },Je �\ v u - ..,.Ytrstr.� I __ __-.__ - - : _ d- In ar t! .F�., r Q p s INSTALL 15' OF 2" PVC DRAINr 4 • . a o p . ) INSTALL MH OVER EXISTING MAIN ? .'� PIPE WITH TRACE WIRE. p 4 p SS RIM 219.88± IE 215.15± 4 p 4 ' • - -_ - - s + DSS 4 �, .PENETRATE RETAINING WALL AT . 4 - - - - - _-_ -.V, - --�-_ - -. ' S , S S x2. TOP OF 1ST ROW OF PANELS. p 4 -_- -_- r:_ _ _ _ : ;' f 4 p . _J la �vrr`�J rrL a,n_"! sl�a s Y � th su 1 �1 ;' r i S S p-----;- a J J ^y(^ 4 ^ j, R F . ' 4 Q Q P $6 �%e�1 xLx s as rt Sca AK w .Sura me.r aa...n ,4 C 11�, T tom'• 1- -2ES fiCY F�'- -. - •�- _ _ S S AU 2 14 I I � p -- ------ �- ----. : _ :-- m p 4 4 p Q CONNECT TO EXISTING 6 i p 4 c a = =- -_ _ m C TY { �D W , 4 W 4 4 . 10 ± FROM MH TVWD TO INSTALL 1 1/2" 4 - --- -- - . -- J 10 s 4 Q � . • W W II METER IN EXIST METER BOX 4 . 4 4 , p _4 . . p INSTALL MANHOLE W 4 W p W �' p UI/ 4 wv w W I( - - '-'d a - IE 215.45 - Q -p d- qj p p J T- W J ' -. ���� p - - - 0 LL" J• '•' ' 1 ) I,� W v 1 I• �t� z i :3 F v O I • cn r / r :'' v o 0 2 DRAIN PIPE 1 f�}I: -` N w 5 / W r'.�',v a8do *£parr w \" F' CONNECT TO EX STUB. �� �� �� �'t (n / v i ,• n 4 !! {i�I' i!r. •.I: I 'Si�J ! r i 2;„F i{ a J / ;: :_` INSTALL 7 LF 6 PVC WW , r all 2 r I r+ £ j,kF ::'-, o LLJ / / .A-,.r S=26.5% W Y?�I ' fJ r �'r ,f !Aa Z / / U y,,., r a r:rl Q D / ..t::. I.. J J71 4 I I' t!. i t i,rr`Y Q INSTALL C.O. 1 r rr r i 1 !,.1 I I 1r Y (i Y4 ' tJtl lr FrF er' FF'•.IF W / :'f.'. ,�. J•;.: ! F f l i i ,,I I,',N. l, I Y I 1{'.fJ,i,''., i.r'"tyr,Cr Fr N ,.,.. .r.iif I:Ir.'.!:I;.min' ,A :y 1 aL r .7F.'. .F tt trtF 1..L '••1, ii;il L1•:'!d:}'!,.I'I,.rl..:::.„J' 'vi'.,1.? 1 F' -.>P:.-' i :,rF-rrT''` Q !'Ir:rl:: .L!: 'ii.'.:: -•:i_ .J:'`i a 3 r FLUSH w GROUND .0..' ;:I_;,:Y''.. �, ..� .. ;• �fi' .,... .J r,. ai: .,.r'.r:: ±,ria a FaFF:•r F W •. L., �t•, 0 •u' ,,__ ( , !!':'.1 iir,".la: 'i': LU Q 0 111111111114 11 — - �— 0 � � ------------------- :-= ----------- ----- ------------------ MH #4 48" DIA C I I ° STA. 2+38.81 J N NOQ ° I ° - ' O FJ- a p ' .� t J O cn x m J 0 (n p Q Q (I7 — — — , • ~ (n I ° 78LF 6" C900 43L i ( N — — — — — — — . I > J � - Lij • � / � MH #34 — / STA. 1+61.20 n D - o � MH #1 48' DIA ° ° Q :; j�,�y --------- -------------- ,IWI �- w O STA. 0+00.00 I p II I co > z wo' N 30 ro v 19 I Q � ••f-t / o 0 0 19 I48LF 6" C900 LLJ> w VH #2 48 DIA Q p STA. 0+47.74 con CLO m : VJ WT PLAN — DARTMOUTH SANITARY SEWER LINE `� r, �� � co a 0 "1 0 30° 60° Of tm O N � O CDM O SCALE: HORZ. 1"=30' U a °' ' " w co � rn : a O m cri O Y � — : 'j U O� -i U Q PROFFs \AGINF�90/O9 14,758 9 OREGON 250 250 y 23•�g,�t�Q' SFW A. EXPIRES: 12/31/2014 245 i 245 �3 Z � _ v oU Lj z v °o t0 0 J 00 V) Q) O 240 I � � N � CD 00 o 240 Q UU NNM .. . N N � Lv W N_ co (0 c2 1— w w 0 ^ Uj � � I� GU) ER � — 0 0 Q] Zv� iv � (0 � M LL LO ! . _ . .. W UJI 000 � . �, .- N �, �, O 235 o Q a '� a = N N 235 0 N N 2 — N I .. Z 0 � � N� w w � i .. M 0 � o 44LF 6 90 PVC + 0i d d _-2.05% ' `� J O S _ _ U ` Q N N O O x '00 - v^� � � NNNN 230 `� _ � - 230 z I w vw � z � N� wwww 6„ C90 i. - - VD j J Z > � 69�-F o 0 � 00 x oz Q o a °�° 17 5,,h.50 O o j Q t- ci c0 o N . PROPOSED GROUND . � N mOco0N � .. - JX + 0 w o 225 ! - w o Ui 00 H- EXISTING GROUND-t` 225 w a ! Q � No _ N z o o ? ou�l � www . G9�0 W Q - x g5 F g� 12" STORM PIPE Z O ww 220 - - _ _ r....__ _._.__ - ,�1� S. 220 W c� Q ¢ LU O m : Y I 215 215 = a C) 03 0 w � � a — o ' w c5 .. .. .. .. .. .. .. oz z . o' x LUa 21 w� 210 C7 w 0 zo 0_ w m Q m m 47.75LF 6„ VC I Know What's below. PLOT DATE: before BAR IS ONE INCH ON E S:= 2.00% I Cal be ore you dig. ORIGINAL DRAWING 00`-`�'w 205 CONNECT TO EXISTING 6 STUBS 2Qj 0 1" 9/26/14 DESIGNED BY: CHECKED BY: ~- EXISTING PROPOSED 'PIPING /NN�� EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE AAR BDL 00 (CLASS A BACKFILL) APPROXIMATE ONLY AND ADDITIONAL UTILITIES MAY EXIST. °-C°`O�o CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH JOB NUMBER - - - - CONSTRUCTION. 13833 ORS 952 001 0010 THROUGH 952 001 0090 PRIOR TO w rn x (ONE CALL # 1-800-332-2344) PROJECT TICKET #11053059 www<w DWG NAME: z - 0+50 0+00 1+00 2+00 3+00 3+50 w�Q J SANITARY SEWER LINE w>pww QF=�z� 13833 - C5.1 SSWR z w~uj w SCALE: HORZ. 1"=30' VERT-.-17r=--5-1 C5.1 J Q I cn� SHEET LL-v)wDx - - L C) SAWCUT SURFACING EDGE MATCH EXISTING MATERIAL CURB JOINT 3/4" R � 610 a TOPSOIL 5' MIN. SEE NOTE 5 ROW OR AS DIRECTED BASE MATERIAL -2% 6�� 5" =_�_ �- DRAINAGE BLOCKOUT — U .<..;,::.,. {:r~ �' •AY.�' �i.«� �t^•�.}::: -- i� 3" I.D. SCHEDULE 40 I a Y I .. I m ROAD ',; ;,:=..:,..;' ....... ' i- IlaiE ' ---,— DWV. (ABS OR PVC) w � < Zx � W PIPE W/COUPLING I o I ( .. a 2 OF 3/4"-0" BASEROCK pp p o ' 16" cn� (n En � (n(n M a o M COMPACTED SUBGRADE p o o g Z I �0 Zn in I z I _j Of:5 v op o. . CIN V0a r 0 C U J j ' 1 ¢ a� Q I \ `J` SIDEWALK ADJACENT TO CURB `�; (2r_, , :a41A V' 0 CJS'\ 0 ° 4. — (n A 5 MIN. ROW { W r }- 9» fi ROADCL • -1 11—i I ._i I I=1 I f-1 I I— -1 I i-1 I • 1 \ �aJ�jo. M 2" OF 3/4"-0" BASEROCK � COMPACTED SUBGRADE NOTES: 6"MIN 6" MIN 6" MIN BEDDING BELOW p `- SIDEWALK AWAY FROM CURB 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY OUTSIDE of PIPE BELL c,W OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING :y- t0 CO Z NOTES: TO A MAXIMUM OF 20 FT. 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL � � �� 4 Q a 0 ; — OF 1-1/2" TO 3". WITH A MIN�UMUM THICKNESS OF 1/2". _'�� , �,t � � "' c 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART :�`� ��'�i�>�`�.�:' Coco cn �' ` `D 2. SCORING PER ARCHITECTURAL PLANS %��\-,A ,, WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES TRENCH FOUNDATION 3 o CO o 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. STABILIZATION, AS REQUIRED -� m CO 0 UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. c w 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET M o C a) 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE o a3 a : =aa) AND MAX. OF 3 FEET FROM PROPERTY LINES. o x In CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. CD Q. -�j 0- NOTE:N OTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. �,D PRDfF 2. JOINTS TO BE TACK AND SANDED. GtNEF 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 14'7 8 ON APPROVED BY: APPROVED BY APPROVED BY: N� NO SCALE NO SCALE NO SCALE AGUSTIN P. DUENAS GUSTIN P. DUENAS AGUSTIN P. DUENAS �(/(/ p►. RC'r� ENGINEERING DEPARTMENT CONCRETE ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT TRENCH 13125 S.W.HALL BLVD. CITY ENGINEER DWG. NO. 13125 S.W.HALL BLVD. MY ENGINEER STANDARD CURB DWG. NO. 13125 S.W. HAIL BLVD. CITY ENGINEER DWG. NO. TIGARD, OREGON 87223 TIOARD,OREGON 87223 TIGARD, AEGON 87223 .'•� 1- EXPIRES: 12/31/2014 vAX-- (so3)E39-471 JULY 2001 SIDEWALK �1 vas (5Da)e3:-�rn JULY 2001 125 votcE (5G3)Bag-ant MARCH 1998 BAC.!`r lL, Q O CITY OF TIGARD FAX 5 684-7297 J CITY OF TIGARD FAX (5D3)BB4-7297 CITY OF TIGARD FAX: (5O3)684-7287 v OREGON APPROVAL DATE OREGON APPROVAL DATE OREGON APPROVAL DATE d 07 3/4" SQUARE A A B B J ❑CIO NON–SHRINK GROUT X STANDARD CAST IRON x Ll 11 P V ❑ [Cal FRAME AND COVER DRAWING N0. 510 W 17 S STANDARD MANHOLE ♦� �I ❑ ❑ 1, a ❑ D GRADE RING 0 ❑ ❑ ❑ ❑ ❑ ❑ p • ' <v dp 3" AC a�e. �.: �•� -� .o a Q 4 MIN. c0 X FINISH GRADE ' U . a�•.e •.•+. ev v. w 2"'3/4"-0" AGGREGATE BASEROCK 8 WATERTIGHT• ; 4 1� -:.J` _ �•+-10"---� -,➢, � °' WITH STOPS PIPE PLUG M 5 r. yam`. + • �00y s �ss , ,� „ , " 8" 1 1/0-0" AGGREGATE BASEROCK / ¢ > > 6" SECTION B-B p � o PROVIDE 3/4-0 FOR A Ld —I I I—I i I—I I '—! ( o�e • 2" MIN. CLEARANCE e•••P;: MINIM CLEANOUT 6" AROUND w U EE 4—I I— COMPACTED SUBGRADE o bpi ,e° 6' a MIN. W U SECTION A-A / X 1" MIN. OVERLAP >�- Z w Q w • I U W (n o. _ ¢ m NOTES: .,.► W . = 1. Y4" ALLEN HEAD BOLTS O CL -1 1" LONG RECESSED. Y. > NOTES: 2. ALL PERMANENT CLEANOUTS .; , o s ,•--a d- + ''• o 3. MATERIAL SHALLBEBE GRAOWN VERS. .•q la 9.o,d,�a.�e,�:�g7 `�a• • • "•. _ 0 _ � 1. JOINTS TO BE TACK AND SANDED. CAST-IRON, ASTM A-48, •• v CLASS 30. o.�,: cc 0 o d 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. C° 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. ° " ' 'p° �' - • 9I'° LL w CONCRETE ENCASED CD 3/4."-0 O Q m BOTTOM IC WYE Q MO)O- ¢ FOR PLASTIC PIPE -3/4--0 BAR IS ONE INCH ON PLOT DATE: o NOTE: ORIGINAL DRAWING n o`s.w((n DETAIL 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE 0 1-' 1/10/14 r�� WU 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. DESIGNED BY: CHECKED BY: j�Ox MAINLINE GREATER THAN B" SHALL HAVE A 8" STANDPIPE. o N� AAR BDL �\z0 JOB NUMBER . STANDARD CLEANOUT CleanWater Services CleanWaber Services � 13833 . w ON —SITE PAVEMENT SECTION Our commitment�,clear. Our Commitment 19 C162L wwwg DRAWING N0. 500 DWG NAME: ¢ DRAWING N0. 51 O REVISED 12-06 REVISED 12-06 13833 - C6.0 z w>0ww SHEET X6.0 J¢�(ntY Li(na.=3)X d LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST NOTES: 12" IN WIDTH 1. ALL JOINTS AND RUBBER G=ASKETS SHALL CONFORM To THE REQUIREMENTS of RUBBER GASKET a' r MIN. I A LTMMAC-431 O E SECTIONS SHALL CONFORM FLATTOP Ialmou" TO THE REQUIREMENTS OF ASTM C-4781"FLAT FACE LETTERING AND APPLICABLE PROVISIONS OF STANDARD (OPTIONAL) (RECESSED FLUSH) MAF "F- DRAWS NO 010. 3. STEPS REQUIRED ON FLAT TOP MANHOLES •.e �. DEEPER THAN 48m. Or DIA. a Q W A STfi MAIM" 27" FROM • :A ANDAt FRAM AND COVER OR TO TOF OP OF FIRST STEPING WATERTIGHT FRA NAND O. 110-SA/ST C i 0 Q OR N0. 120 0 '%0 ® 0 GSET ROUT AME IN NON-SHRINK O 0 Man NOTES: N,, MA INGS (2",4",OR 6') O 0 X Z o_ 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE - 12" 'SET IN RUBBER CASKET 1 OPEN00 REQUIREMENTS OF ASTM C-478, RBNC GROUT RUBBER GASKET FLAT TOP PICKHOLE / �; W Z ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAYa REINFORCEMENTSTRENGTH of 3000 P.SJ. AND ITHdP E 2"FORME $. STANDARD ECCENTRIC HOLES AS SHOVMCOVER BACK SUCH ALL AS KE SM NSHALL BE 0 2. RALED AM-N a , IAW D GASKETS3" c °R PLAN VIEWEQUAL CONFORMING To FEDERALSPECIFICATION SS-SW21M , STANDARD'MANHOLE FLAT TOP 58 DIA4. ALL PI''E CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. REINFORCEMENT 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE AMANHOLE AND CHANNEL DETAIL6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL ° MANHOL24 3/4"DIA. REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD DRAWING NO. 100 :' TIE BAR AROUND OUTSIDE OF OPENING 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) r MANHOLE SECTION VVIR DIAGONALS BOTH SIDES OF OPENING MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURER (VARIABLE V-4') #6 6 Q.C. BOTH WAYS ON THE INSIDE FACE OF THE MANHOLE 7l8" & . BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND 1/4" 4" MAXIMUM CLEAR OF PIPE WALL ' • C1I 25" S. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" FOR SANITARY CONNECTION AND 48" FOR STORM m " y�• T iA 10. WATERTCONN�IGiT/TAMPER PROOF MANHOLE FRAME AND 5 MINIMUM 2 7l$" COVER SHALL BE USED WALL EASEMENT AND OFF 6"SO. STREET AREAS. , � _ 1112" j 4$"MIN. � 7 1/2"$Q. � c� + C% MINIMUM 12" LEDGE PICKHOLE DETAIL ' ONE REQUIRED) ' 2" MILL FROM TOP OF a 22'112"DIA �Cr`s,� "/I�c :SP ; PIPE To MANHOLE SECTION VIEW R a CL SECTION PIPE .r i?• p�� BEAU SMOOTH FINISH CHANNEL. TO .V, 8 MINIMUM CONCRETE Ct 3/4 VERTICAL HEIGHT OF PIPE ff`. " .. �..:. - • .:•�: :'tf ` �:^•''�''";•''Mt'3 SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. ti� PROF�C 12" MINIMUM OFs"-0" 72 MINIMUM d• " rte v r.. BASE MATER S'`�'��G i N 14,7 STORM WATER STANDARD MANHOLE , C6any Smvi FLAT TOP MANHOLE CkanW� &xvi�oes MANHOLE LID CkanM Sees REVISED 02-03 Oar eemunn"t k dem DRAWING NO. 050 REVISED 02-03 ow commihaem k eiear. REVISED 12.06 Our eommifaomt.ir Chu. DRAWING N0. 010 DRAWING NO. 120 r 2 � � A. EXPIRES: 12/31/2014 18"MIN To TUALATIN VALLEY WATER TO Lorre.PLUMBING 24"MAX SIDEWALK ADJACENT TO CURB SEENOTE4 DISTRICT STANDARDS CODE STANDARDS DISTRICT APPROVED RETAINER GLAND EACKFLOW DEVICE EXTEND ATN.OUT CF VAULT TO VALVE RISER SEE NOTE 3 PROTECT FROM BREAKING °0 COMPLETE CUSTOMER SIDE SPOOL FLOXPE DUE TO VAULT SETTLEMENT. SIDEWALK SEE NOTE 1 18"MIN BREAK FLANGE METER SIDE J Ch FLOW04 Q04 jd§W o a` � LTJ M FLANGE COUPLING ADAPTOR 3 rn f DRAIN ROCK POCKET PLAN MINN o j 4 CU FT MIN E DEPARTMENT CONTACT LOCAL FIRE CO X " IMARSHALL 8 DUCTILE IRON PIPE y ,•, Fr LADDER MEETING OSHA 1 uwi :a; CARSON METER BOX SREP.EWTAIL30DAND � M . • :•• (OR EQUAL) SPECIFICATIONS co PLAN ALTERNATE FDC LOCATION _ 6"Mr RETAINER —' A t GLAND(EBAA IRON) DRAIN TO CURB OR 6"GATE VALVE j ,/� GROUND LINE '�— STORM DRAIN Q CONCRETE PIER FLQ x MJ 'i 3"MIN-r MAx w BLOCK MJ x 8"FLQ TEE 2 SEE NOTE No i THRUST BLOCK DE z FEB co MODEL 805-r °� 24"MIN CLEARANCE 3•MIN W � DOUBLE CHECK VALVE �j ASSEMBLY (OR EQUAL) ~ z X SIDEWALK WITH PLANTER — —oLEA OPENEDMYON — ISOLATIONBALLVaLVE n STRIP AT CURB i8"MIN VALVE W _ lx m 24"MAX INLINE CHECK VALVE ♦/W�P� 0. Q. J ® Y yr,/ 0 3"MIN 6"MIN LEARANCE c V � � • x SIDEWALK 8"MAX BREAK FLANGE FLANGE cavi ADAPTOR Q. Q W1, a a ;N — SEE NOTE 2RETE T PITA sT�ANO—•.. 12" N b o• _LJ I�fP icri •o" + A'.• SROMT CREEN W CHRUSHED ROCK BASE x 6 MIN � 4 Fr(REF) ELEVATION ELEVA•TIC}N DRAIN TO DAYLIGHT Oft CAI LL_ STAINLESS STEEL SUMP P. — SEE DETAIL 310 AND 32D FOR BUMP DETAILS. 0 m UTILITY UTILITY BILCO h lL DOOR NOTES: EAR IS ONE INCH ON PLOT DATE: N > NOTES: VAULT VAULT * 1• CONTRACTOR TO SEAL ALL OPENINGS IN vault vNrH 1 C� SIZE WITH FDC` W10 FDC• ORIGINAL DRAWING M p A. A 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING NOTE: 3 577-WA 577 WA J-SAL NDN SHRM+BC hour O 1" 1 j1 Q11•� M ••CV 1 IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. INSTALLATION SHOWN IS ONLY A SUGGESTION. THE I CONT�ORTOINSTALL CONCRETE BALLAST 3CU 0r`' wc� DISTANCE FROM BOTTOM OF DEVICE TO 'FINISH GRADE, 4 577 WA 577 WA' J-5AL YDB MIN AROUND SAM OF VAULT WHERE FLOODING DESIGNED BY: CHECKED BY: M 'N OC 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. OR HIGH GROUND WATER EXIST FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR 6 676-WA 676-WA J-5AL 3. CLEARANCE BETWEEN WALL AND DEVICE rMIN.,12" AAR BDL 3. PLACEMENT OF CONC.AROUND FH IS PROHIBITED. ARE THE MAJOR CONSIDERATIONS FOFi INSTALLATION. PLUGS TO BE INSTALLED MAIL,EXCEPT r MIN,r MAX.FORM-WA VAULT M N NW $ 687 WA 687 WA JD-IAL IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). .. TRUST E>Locic r-o-MIN THICKNESS �pp 1F FREEZE PROTE TION IS PROW/DED, THE 24 M!N CLEARANCE MAY BE �f�UCE!?. 10 5106-LA 5106-LA JD-3AL 3 DETECTORMETERTOREaADWC�cFEET JOB NUMBER � I "'OR EOUAL'APPROVED BY DISTRICT ENGINEER tL CCT.-Q X wwwwwaw FIRE HYDRANT DETAIL No. �►-�"--- 1V2' 2" &2Y2" DETAIL No. DETAIL No. DWG NAME: �� DOUBLE CHECK TualatinValleyWaterDisWet STANDARD INSTALLATION 101 Tu—aUnValleyWaterDistriet DOUBLE CHECK INSTALLATION �O2 TualatinValley Water DisWet DETECTOR ASSEMBLY SIF 200 - 13833 -- C6.1 z w>owww SHEET Cc� Cc}.' JeCJCA� t%CII 0. X (HORIZONTAL) h OD VOLUME OF THRUST BLOCK NOTES p O BEARING AREA OF THRUST BLOCKS IN SO FT IN CU YDS(VERTICAL) 10'- If FITTINti 45° 221/2° 11 1/4° FITTING BEND ANGLE STANDARD CAST IRON FRAME AND COVER WHEN IN t. EXCEPT AS SHOWN OR NOTED, UNITS SN.ALl; aE"CQti,�TRLCTCD-IS: TEE 90°BEND ACCORDANCE, WITH THE STANDARD SPEcr,:i;ATIGNS FGR r OLIC k;OR►.�^ SIZE BEND BEND BEND SIZE PUBLIC ROADWAY OR PAVED AREA RIGHT OF WAY 45° 22.5° 11.25° CONSTRUCTION. -/� 4 1.3 1.8 1.0 1.0 1.0 4 11 0.4 0.2 2. FLAT TOP SHALL BE H-20 LOAD RATED KITH NO COVER._ EASEMENT 6 2.8 4.0 2.2 1.1 1.0 6 2.7 1.0 - 0.4 HANDHOLD 3. PIPE SUPPORTS AND RESTRICTOR/SEr'ARAT R ��IOt� r�E G��T SAME MATERIAL, AND BE ANCHORED AT 3 MAX - 3'-a• 8 5.0 7.1 3.8 2.0 1.0 8 4.0 1.5 0.6 a STAINLESS STEEL EXPANSION BOLTS OR EMBEDDCD 2" GV N,SLL. Q z r) � ...•• �•.' "'.... . . .• . LIFT HANDLE ATTACH PRIMARY 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 SPILLWAY WI7H GALVANIZE CHAIN 4. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060" (MM) Q " ALUMINUM, IN ACCORDANCE WITH THE APPLICABLE SEC77ONS OF 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 r 12 MIN AASHTO M 36, M 196, M197, AND M 274. •-I I 226.20 .,'l TSPS OR LADDER Q 30 20 31.1 . 44.4 24.0 12.3 6.2 . .. GALVANIZED 5. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A SEE NOTE 3: PIPE EFORMED REBAR STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED © Y v iii 2-9� 24 45.2 64.0 34.6 17.7 8.9 SUPPORT(S) OR STEEL REINFORCED INTO THE BELL OF CONCRETE PIPE U 0 3"x.075" ALUM. �� POLYPROPYLENE STEPS) `J Q cLj VALUES BASED ON 200 PSI • 6. THE VERTICAL RISER STEM OF THE RESTT?ICTOR/SEPARATOR SHALL p m WATER PRESSURE AND 2000PSF BE .THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH Z LLJ m= SOIL SEARING CAPACITY : ,. AN 18 MINIMUM DIAMTER. Q X_ Ls. PROPERTY LINE " 7 FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT- 224.50 '`•,, 12 CLEANOUT/SHEAR. GATE: A. CLEANOUT GATE IS VISIBLE FROM TOP. w N (I 8 DIAMETER MIN B. CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE ix 5 12" �'I SEE SHEET 2 C. FRAME IS CLEAR OF CURB (IF ANY EXISTS).. z m a MIN _ �.. SEE NOTES 10-12 8. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONEAnL J L O LTJ __..__ _._. �M.....__....... } SEE NOTE 5 v v _ ....w_._. _.. ._.... _ BOWS SIDE OF RISER 77? ASSURE LADDER CLEARANCE SIZE OF EL t: ° ' 12" AND PLACEMENT TO BE DETERMINED BY THE ENGINEER. PLANI•:rt•"" 9. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT wy, '+ .rI^ PLANS. SPECIFIED OPENING TO BE CUT ROUND AND SMOOTH. 12 ovrLEr .► INLET o 222.65 MIN 8 223.25 10. CLEANOUT/SHEAR GATE: w w ALUMINUM ALLOY PER ASTM B-26-ZG--32a OR CAST IRON ASTM A48 BEND TEE VERTICAL BEND CLASS 309 AS REQUIRED. .LIFT HANDLE EITHER SOLID OR TUBING 0 12" WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET p 2 FITTING ROD EMSEDMEN METAL PIPE ".• MIN 2'-0 MIN .. REQUIRED BETWEEN RISER MOUN77NG FLANGE AND GATE FLANGE. SIZE SIZE " (SEE NOTE 6) '•• MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER X N 4-12 #6 30 FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA STAINLESS ... .. ,�.....,....• _....... ,�d7W r 14"-16" #8 36" 220.6rJ ' 2'-O" MIN 11. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ON SHEET 2 RESTRICTOR PLATE a�' gg" ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS WITH ORIFICE '. 60 MIN. MIN ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING r: 2 1/2" ORIFICE DIAMETER THE FLANGE CONNECTION. I`• _ AL NOTES: (SEE NOTE 9) •'�' °.� t• ,(•''••: :• ti • .,1. 12. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED u� r p n .•' HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. DISTRICT INSTALLED CUSTOMER SIDE 1)THRUST BLOCKING AT ALL TEES,BENDS AND o 4 c C ' o o c o O rn N EN s .Q.. o, :o.. :o.. :o.. :o.. :o,. :o.. 12" MlN, 314 " �. ENDS OF PIPING o. (�• .o• .o. (�• .o. 0 .o. ('• .o. O .o. 0 .a. '0• .o (�• MINUS AGGREGATE 13. PRECAST CONCRETE MANHOLE CONSTRUCTED IN ACCORDANCE WITH - 2)CONCRETE BLOCKING TO BE POURED AGAINST 0'' o '0" C''0'' o"4'' C+ � ct"0'' ct �' o"�'o C"0'' )BASE MATERIAL ASTM 0478. UNDISTURBED EARTH ELEVATION STRADDLE BLOCK COMPACTED NATIVE MATERIAL 14. SEE SHEET 2 FOR DETAILS ON ELBOW AND FOR PLAN WEW. 3)ALL CONCRETE TO BE GLASS 3000 SEE DETAIL No 200 4)INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET SECTION A-A M i AROUND FITTING.SECURE SHEET ENDS TO PREVENT FLOW CONTROL MANHOLE INFILTRATION OF DIRT BETWEEN SHEET AND PIPE FITTING PRIOR TO POURING THRUST BLOCKING Q 1 -9 ci 5)PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS SCALE: NTS pp FROM CONCRETE WITH TEMPOARY FORMS AND t �O �RR!/� POLYETHENE SHEETING SEE NOTE No 3 �'`L�Np 1 N EF N " DETAIL.No. THRUST BLOCKING DETAIL Na 14,7 1-1/2 & 2 METERIL TualatinVaUeyWater Dist et INSTALLATION 702 TualatinValle faterDistrict DETAILS 20 `c' ON Q Q rY .48" UTILITY VAULT 4242-LAW A. W/4242-T-24X3t)P STEEL DOOR Q 36" OR EQUAL. EXPIRES: 12/31/2014 29" CONCRETE PAD BIKE PROOF, HEAVY m DUTY TRAFFIC GRATE ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 AND SC-310 CHAMBER SYSTEMS �, SUPPORTS AASHTO ( I H25 LOADS 36" 46" to MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTIONIDENSITY REQUIREMENT DESIGNATION(l) } Q N GRATING I- X r�v FILL MATERIAL FOR LAYER D STARTS FROM THE ANY SOIUROCK MATERIALS,NATIVE SOILS, PREPARE PER ENGINEER'S PLANS.PAVED INSTALLATIONS W M NOTES:: DO TOP OF THE C LAYER TO THE BOTTOM OF OR PER ENGINEER'S PLANS.CHECK PLANS N/A MAY HAVE STRINGENT MATERIAL,AND PREPARATION �- Q 24" SQUARE 6"0 OUTLET �✓_ FLEXIBLE PAVEMENT OR UNPAVED FINISH GRADE FOR PAVEMENT SUBGRADE REQUIREMENTS. REQUIREMENTS. ABOVE.NOTE THAT PAVEMENT SUB-BASE MAY BE 3 BOX FABRICATED FROM PART OF THIS LAYER t0 10 GA. MATERIAL FILL MATERIA.FOR LAYER C STARTS FROM THE GRANULAR WELL-GRADED SOIUAGGREGATE 3,357,4.487,8,56,87, BEGIN COMPACTION AFTER 12"(305 mm)OF MATERIAL A2 p TOP OF THE EMBEDMENT STONE(B LAYER)TO MIXTURES,,c 35%FINES.MOST PAVEMENT SUS- OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL tG 1 PLAN VIEW. " 18"(457 mm)ABOVE THE TOP OF THE CHAMBER. BASE MATERIALS CAN BE USED IN LIEU OF 6167.081"11"1818,89,91 LAYERS IN 8"(152 mm)LIFTS TO A MIN.95%STANDARD N X 6 0 OUTLET 10 O NOTE THAT PAVEMENT SUB-BASE MAY BE A THIS LAYER. PROCTOR DENSITY(2).ROLLER GROSS VEHICLE WEIGHT L2 jX2 JXa PART OF THIS LAYER. NOT TO EXCEED 12.000 The(53 kN).DYNAMIC FORCE NOT TO SLOPE EARTH AWAY FROM �� EXCEED 20,000 lbs(89 kN). 29 SQUARE FRAME . VAULT IN BERM AREA EMBEDMENT STONE SURROUNIXNG THE CLEAN,CRUSHED,AF�ULAk STONE. NO COMPACTION REQUIRED. REDUCED PRESSURE BACKFLOW m m °D a CHAMBERS FROM THE FOUNDATION STONE NOMINAL SIZE DISTRIBUTION 3,357,4.457.5. PREVENTER M = (A LAYER)TO THE C LAYER ABOVE. BETWEEN 314.2 INCH(19-51 mm) 56,57 r INSTALL AIR © " GAP ON RPBV [� R✓S $IyA�L �� PRoTC�t FOUNDATION STONE BELOW CHAMBERS FROM CLEAN,CRUSHED,ANGULAR STONE, PLATE COMPACT OR ROLL O ACHIEVE A 95%STAN ,- W I THE SUBGRADE UP TO THE FOOT(BOTTOM)OF NOMINAL SIZE DISTRIBUTION 3,35,4,487.5, PROCTOR DENSITY(2). \ M /:tai r". 1"1«, '`'"IZ/N G-� A 1JD S'H w U THE CHAMBER. . BETWEEN 3/4.2INCH(19-51 mm) 58.57 LOCK N LOAD k4 A u L& 111 jr S TR*;.#A?f4 ITX4 y t` RETAINING CcifsS teg6F' praIZ _GG jFA* .A"'v PLEASE NOTE: �t�l u,/1 TH a T RE'/�'tcAvi Nd' T t"1f Q O 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN CRUSHED ANGULAR.FOR EXAMPLE A SPECIFICATION FOR#4 N� 444��®j1 O 1Z S T I�AIII✓4`12 1 > I ` STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO. (AASHTO M43)STONE". CONNECT AIR G P R R p 15 Cv NNX'C•T%N C. 'r Z DRAIN INTO FLO R 13a �• ,�," A O X00 co ° DRAIN OR ERTEN (��Nd'. ' _ 2.AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS IN OPEN GRADED STONE,STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' S p t (' TO FACE OF WAL QLOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(229 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR. 12" (TOP OF 1ST ROW • 4 I� a�tal ty w d m OF PANELS) W !} i �ytN.k h�;f, 1��. 'J ••titi 'V• ,•y,'Qwb�•'►yl',�..� il'•... �.r trI'. L VA .-.r.� �. S :t+ 4 iG.;• ',it( :s.. ,' f , r :.•. ►,.•f j ^:rc% TIT. . PE TE WALL V i;�.:1 :' 'rj a»i : fs �t=4 "jn, " FINISH GRADE c' r a TOP OF IST , .v 7!•.�?,�°r , S '�•. , 4KafI;.:y t I 98 (2438 mm) PRESSURE REDUCER ` MAXROW OF PANELS Q U C 18"(457 mm) CONCRETE PAD WITH STRAINER. WATTS. � d- mm MIN. MIN. LFU58--Z3 OR EQUAL �-CURB SEDIMENT TRAP 1 e W/ HINGED LID NOTE: x 24 SQUARE001 DEPTH OF STONE TO DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE t9 tin A BE DESIGN ENG NEER i 6"(152 mm)MIN.INED BY FREEZE PROTECTION, CLEARANCE FOR TESTING AND REPAIR Q ISOMETRIC SECTION ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS 2" DRAIN w/TRACER O0 m SIDE VIEW PLUGS TO BE INSTALLED IN TEST COCKS. ADEQUATE WIRE. SLOPE AWAY •,r a- DRAINAGE ALSO REQUIRED. FROM VAULT. DAYLIGHT I ..M AT WALL FACE. BAR IS ONE INCH ON PL DA STATE APPROVED -- ASPHALT DIPPED ORIGINAL DRAWING M 64w In 00 wv �� �� ACCEPTABLE FILL MATERIALS 11/2"&2"REDUCED DETAIL No. 0 1" 8 f 8 f 14 ¢¢� I 24 SQUARE - 6 0 OUTLET S T jam• y PRESSURE BACKFLOW DEVICE BF 302 DESIGNED BY: CHECKED BY: MORMTSCHMAVDAIDDETAK.EDEMONSTItATERSC061MENDATIONSFORMETAt,4ATWNAND/ORITANDARDDIMfN>sICNlOi6TORMTECHPRODUCTI. r"rr.rwrw SCALE: NTS iLlalallIIVal�Pr �flterDl9trlet "rv-�- d' G4 STORMTECH DHTAU DO NOT SUPERSEDE ANY MATE OR LOCA.REGULATORY SPECIFICATION!.IT IS THIS RSSPON8I9IUW OF THE OONSULTINO f,.WAIf SamwaMM°"w".m° v)00311:, END ER TO SNSURS COMPLIANCE VM ALL REGULATORY SPECIFICATIONS.STORMTECH HAS NOT AITHORIZED.AND IS NOT RESPONSWA FOR ANY DATE: 12-10-08 AAR BDL a`��8co STORM WATER CATCH BASIN DWG # ALTEMTIONEEYOTHERETQETfJpMiECfiMANDAREDDETALS. -,�.,,,"'��: DRAWN BY:JLB TVWD DETAILED MODIFIED PER CITY .((��..0D�0 CHECKED: 9 OF TIGARD REQUIREMENTS JOB NUMBEtQR�QptQ�tQ� �`�\Z I PROD. MAN, DOUG P. DWN. PAUL G SCALE NONE 14iV V V 0_0 0o<X Gibson Steel Begins DATE: JAN. 23, 06 MODEL: GC8t0-36H8-6 IiJ I.LJ w x 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 fax:344-0207 DWG NAME.- 2 22Q� 13833 - C6.2 SHEET L4<9% C6.2 Mcna.=)X