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Plans (25) 014 - 00103PL ,�\- J2 Q INSTALL 15' OF 2" PVC DRAIN d 00 0 p INSTALL MH OVER EXISTING MAIN-- 2 PIPE WITH TRACE WIRE. 4 d d 4 '` 00 - SS 4 RIM 219.88f IE 215.151 � <PENETRATE RETAINING WALL AT p � • . -' - -' - + oSS SS a Lli SS• TOP OF 1ST ROW OF PANELS 4 d r--- - a s d• a 4 CONNECT TO EXISTING 6" II a a �- ---------------------- 4 - -- m _W 4 W �. a Q a 10 f FROM MH I TVWD TO INSTALL 1 1/2- 4 a J m d 4 W W METER IN EXIST METER BOX d Q d INSTALL MANHOLE W �. W W d wv Q w IE 215.45 a a w Q 1 "� � a W J / % p LL- a1Ld J ' z I r � I 't �t J i •i. .w ; � .,yd. ,�-...�� :.: �, .;.,, t •.. .,�:, 2" DRAIN PIPE - `: v a8o 0 1 0 N w i? Of CONNECT TO EX STUB. o 0 0 I Ld INSTALL 7 LF 6" PVC 4 2 0 S=26.5% zo INSTALL C.O. � � FLUSH w/ GROUNDLd / ;• IE OUT 217.30 4 3 , N pLL, CONNECT BUILDING LJ r) LATERAL INTO CLEAN S IE=224.84 Q V , OUT RISER. IE 224.0071. 04 a� v Ic46 f I Ln 'u-) Z I M r v��� I t 0n t I o rn v, ROOF DRAIN s o " ! v L7 c) cyi 30 LF 6 PVC :r I 0 ; I ca S=4.0% IE=226.0 I I corn .. . ca t vuv O c� - �� O C CD co iz 0 -0 N ti U N gui oy c' M _Q) `• I i ; i i 6 LoO M L6 -> U r ' L.- ' _____ C POOL/ . U n- p - . .r .. ... .••r t.'4 � t _j V SPOOL ........::::: m ROOF DRAIN ; w ,� 32 LF 4" PVC 2 3 SD PRS t N :• S=4.0% IE=226.0 O S[ �Q`�Q FFsJ, N A+'t' 1 °° 14!7 �F9 X 04 az " 8E EE SHEET C5.1 FOR PLAN &Uj f 44.4 LF 12 PVC a PROFILE OF SANITARY SEWER. t�, OREGON 00 .4 ' rw S=0.79% ® `r �' d�Gd �9�0 co r 2 Q o - ® EXIS NG S ORM ECH 2� DETE TION SYST M Fw A R� x 10, I EXPIRES: 12/31/2014 F 1 Lv moi. :,r.:.,• s V) 't•' •rt s t Q p, `t• t i SD [� m > ba 12" PVC IN Z) EX 110.07 LF 5=2.73% O IE 228.23 SD Z LS se � 00 STORMTECH DETENTION SYSTEM o ' AREA: 52.0LX31.5W M �- IOOdNVA X CHAMBERS: 42 o Ii 100 ,^ F- TOP OF ROCK BACKFILL: 226.25 EX 101.49 LF 12" PVC "°°''�° w TOP OF CHAMBERS: 225.75 S=2.51% �. 9 Q BOTTOM OF CHAMBERS: 223.25 � c� m BOTTOM OF BASE ROCK: 222.75 �i Ld F J O O O O �� �� �� O O p >_ � ' I'I'I' -I.I.I. - - �-' I ui I I Z U IE 231.00 a O n CAP END o to x M ) p w a NOTE: _ CITY OF TIGARD ENGINEERING DEPT TO A UTILITY PLAN r � � U) m REVIEW & APPROVE STORM SYSTEM FROM X CATCH BASIN DATA X MANHOLE DATA p �'� STORMTECH DETENTION SYSTEMS TO WQ 0 20' 40' WATER CONSTRUCTION NOTES W v in MANHOLE. 1 1 (EXISTING MANHOLE) APP / X GRATE = 233.28 72' DIA W.Q. MH w/ (7} CARTRIDGES SCALE: 1"=20' 1. REMOVE CAP AND CONNECT TO EXISTING 6" D.I. r "` Z O IE OUT = 232.28 FLAT TOP FIRE LINE. INSTALL 80 LF OF 6" D.I. ( W O N c� 5.6 LF S=72% RIM = 233.7 (ADJUST RIM TO ELEV 228.51) ( ) = 222.30 Adm V W Q m IE IN 12" N " Of 2 IE IN 12 E = 222.30 2. REMOVE CAP AND CONNECT TO EXISTING 4 D.I. >� �,�_W., �_ W O GRATE = 229.45 IE OUT 12" (W) = 220.00 FDC PIPE. INSTALL 80 LF OF 4" D.I. ATTACH L ' V co 0 cn IE OUT = 228.45 INSTALL 3' OF 12" BUILDING ADDRESS IDENTIFICATION PLATE TO FACE 18.0 LF S=16.4% TO NORTH & CAP (REMOVE CAP & CONNECT) OF FDC RISER. ��� a. Q p 1 (- v V o 00 2 Of 00 3 3. CONNECT TO EXISTING 2" DOMESTIC PVC PIPE. / F- 00 GRATE = 227.75 60 DIA MH I o FLOW CONTROL INSTALL 80 OF 2" SCH 80 PVC. v �- IE OUT = 226.75 W I 2 LF S=100% RIM = 228.50 A2 IE IN 12"(N) = 223.25 4.yF INSTALL 1 1/2" REDUCED PRESSURE BACKFLOW 4 IE IN 12"(E) = 225.25 �-- ASSEMBLY, PRESSURE REDUCING VALVE AND BALL mo < m GRATE = 227.06 IE IN 4" (N) = 226.00 VENT 0�Q IE OUT = 226.06 IE IN 6" (NE) = 222.65 PERF ---- VALVE (SHUT OFF) AS SHOWN IN MODIFIED TVWD BAR Is ONE INCH ON PLOT DATE: I `V N > 32 LF S=3.3% INSTALL 4" VENT PIPE FROM AROUND PIPING.DETAIL BF 302 SHEET 6.2. INSTALL HEAT TAPE ORIGINAL DRAWING M M Nw U IE ® STORMTECH 225.00f M --00� I TOP OF CHAMBER INTO MHo 1" 8/13/14 00-�Do IE OUT 12"= 222.65 OFYICE COPY DESIGNED BY: CHECKED BY: I co 3 M N Nw opo 48' DIA MH W 4' DEEP SUMP AAR BDL j � RIM = 229.18/ JOB NUMBER a_co co<x I E IN 6"(N E) = 225.50 10838 wwwujw IE IN 6"(S) = 225.50 IE OUT 12-(N) = 223.25 DWG NAME: z LL_ IE OUT 12-(W) = 225.25 ----- 13833 - C5.0 UT Qf=Fz� " 6 7� - Z>ouiw C5.0 �¢-icwn� SHEET LL_cna.=)x L0 Ld i O a �.<__•.. � _.....:.. _..�,,,,_._ _. ��._. .._ (HORIZONTAL) � I � ) VOLUME OF THRUST BLOCK NOTES O o BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS(VERTICAL) 10'- o' FITTING 450 221/2° 11 1/4° FITTING BEND ANGLE STANDARD CAST IRON FRAME AND COVER WHEN IN 1. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTE9 IN SIZE TEE 90° BEND SIZE PUBLIC ROADWAY OR PAVED AREA ACCORDANCE WITH THE STANDARD SPECIFICAVONS FOR OUBLO' WORKS BEND BEND BEND RIGHT OF WAY 45° 22.5° 11.25° CONSTRUCTION. 4 1.3 1.8 1.0 1.0 1.0 4 1 1 0.4 0.2 2. FLAT TOP SHALL BE H-20 LOAD RATED WITH NO COVER. ,L EASEMENT 6 2.8 4.0 2.2 1.1 1.0 6 2.7 1.0 0.4 0MIN HANDHOLD 3. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL CE Or THE EAHE " MATERIAL, AND BE ANCHORED AT 3' MAX SPACINC B:' S/8` DI.A. :;Fc F13'-s' 8 5.0 7.1 3.8 2.0 1.0 8 4.0 1.5 0.6 :' e ; STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. Q .' LIFT HANDLE ATTACH I 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 PRIMARY WITH GALVANIZE CHAIN 4. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060" (MM) w I SPILLWAY ., 12" MIN ALUMINUM, IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF J 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 AASHTO M 36, M 196, M197, AND M 274. 226.20 STEPS OR LADDER Q 3 m 20 31Ljj .1 44.4 24.0 12.3 6.2 a .. (#8 GALVANIZED 5. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A ~ OJ p c • • , a'-o' SEE NOTE 3: PIPE DEFORMED REBAR STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED L` v to 2'-1 24 45.2 64.0 34.6 17.7 8.9 SUPPORTS OR STEEL REINFORCED Y ( ) INTO THE BELL OF CONCRETE PIPE. U LL_ 3"x.075" ALUM. POLYPROPYLENE STEPS) -1 m p Lj VALUES BASED ON 200 PSI • F• 6. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL O Ld WATER PRESSURE AND 2000 PSF BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH = w SOIL BEARING CAPACITY ! . Of AN 18" MINIMUM DIAMTER. Q PROPERTY LINE ��\`f\� �'\ a! n 7. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT. Z \ / 12 CLEANOUT SHEAR GATE: N / A. CLEANOUT GATE IS VISIBLE FROM TOP. -� w U) 224.50 a'., 8 DIAMETER MIN B. CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE. O � 1 i -- L3" 12" -:zA SEE SHEET 2 C. FRAME IS CLEAR OF CURB (IF ANY EXISTS). o_ W I ` MIN n' SEE NOTES 10-12 8. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE O o - ... _ ''\� SEE NOTE 5 v /, •. ., SIDE OF RISER TO ASSURE LADDER CLEARANCE. SIZE OF ELBOWS 12" AND PLACEMENT TO BE DETERMINED BY THE ENGINEER. � Q PLAN \\\/�`/ \ 9. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT i /�/j/// / /, LL_ / ////' ��\ MIN OUTLET 8„ INLET 1 PLANS. SPECIFIED OPENING TO BE CUT ROUND AND SMOOTH. Q o 222,65 223,25 ,0. CLEANOUT/SHEAR GATE: w BEND TEE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 VERTICAL BEND CLASS 30B AS REQUIRED. LIFT HANDLE EITHER SOLID OR TUBING w O 1201 WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET of 0 FITTING ROD EMBEDMENT METAL PIPE MIN 2'-0" MIN .. REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. = SIZE SIZE (SEE NOTE 6) MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER 4"-12" #6 30" FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA STAINLESS X N N i���\//� \�/ 14"-16" #8 36" 220.65 11. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ON SHEET 2 Ln RESTRICTOR PLATE 2 -0 MIN a'• 6» ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS Ln � Z �� \y/ 60" MIN. y, WITH ORIFICE MIN ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING T C) C j 2 1/2" ORIFICE DIAMETER THE FLANGE CONNECTION. 2 rn - /� i •., . • • E S Lo LL7 m NOTES: SEE NOTE 9) •:•'• •:•'q•'• : ' •. :.• 12. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED y cn o o • /�\/� -1.o a•' : ."O; HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. g co Ln _ DISTRICT INSTALLED CUSTOMER SIDE \ 1 ENDS OF PIPING BLOCKING AT ALL TEES,BENDS AND 0 ,o ,� 0 ,0 0,-0 . 0.,o . 0,,0 0 ,0 0 ,0 0 ,' 12" MIN. 3/4" o "- : a O'. .O'. ° .O ° O'.•� .O'. ° O'. O'. ° O'. ° .O' MINUS AGGREGATE 3. PRECAST CONCRETE MANHOLE CONSTRUCTED IN ACCORDANCE WITH t N 2 CONCRETE BLOCKING TO BE POURED AGAINST O" 'O Q"O' Q"O" Q"O Q"O Q"O o"O Q"O ASTM C478. CD 3: N E BASE MATERIAL 3 o N STRADDLE BLOCK UNDISTURBED EARTH o ' -pp `' v �? ELEVATION 3)ALL CONCRETE TO BE CLASS 3000 COMPACTED NATIVE MATERIAL i4. SEE SHEET 2 FOR DETAILS ON ELBOW AND FOR PLAN VIEW. O M SEE DETAIL No 200 4)INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET SECTION A-A AROUND FITTING.SECURE SHEET ENDS TO PREVENT �o _�e LLC') j U INFILTRATION OF DIRT BETWEEN SHEET AND PIPEFLOW CONTROL MANHOLE � Co Q U Co FITTING PRIOR TO POURING THRUST BLOCKING 1� 5)PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS SCALE: NTS �t�Q PR FROM CONCRETE WITH TEMPOARY FORMS AND <I POLYETHENE SHEETING SEE NOTE No 3 '``�NG I N 14,758 1-1/2" & 2" METER DETAIL No. THRUST BLOCKING DETAIL No. - TualatinValleyWaterDistrict INSTALLATION �02 TualatinValle Water District DETAILS 20 ooN v� O Ci '9�iO9 Gds y 23 Cb 48" UTILITY VAULT 4242-LA Fw A. R� W/4242-T-24X36P STEEL DOOR 36" OR EQUAL EXPIRES: 12/31/2014 29„ CONCRETE PAD F BIKE PROOF, HEAVY o DUTY TRAFFIC GRATE °DSUPPORTS AASHTO ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 AND SC-310 CHAMBER SYSTEMS H25 LOADS 36" 48" U) NGRATING MATERIAL LOCATION DESCRIPTION D s HTO M43 COMPACTION/DENSITY REQUIREMENT I I Q (V C14 i FILL MATERIAL FOR LAYER D STARTS FROM THE ANY SOIUROCK MATERIALS,NATIVE SOILS, PREPARE PER ENGINEER'S PLANS.PAVED INSTALLATIONS LL.I M „ NOTES: OD 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 6"0 OUTLET FLEXIBLE PAVEMENT OR UNPAVED FINISH GRADE FOR PAVEMENT SUBGRADE REQUIREMENTS. REQUIREMENTS. ch 24" SQUARE ABOVE.NOTE THAT PAVEMENT SUB-BASE MAY BE 3 rn BOX FABRICATED FROM PART OF THIS LAYER. 0 l O GA. MATERIAL FILL MATERIAL FOR LAYER C STARTS FROM THE GRANULAR WELL GRADED SOIL/AGGREGATE BEGIN COMPACTION AFTER 12"(305 mm)OF MATERIAL N © TOP OF THE EMBEDMENT STONE(B LAYER)TO MIXTURES,<35%FINES.MOST PAVEMENT SUB- 3,357,4,467,5,56,57, OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL (� 1 PLAN VIEW 18"(457 mm)ABOVE THE TOP OF THE CHAMBER. BASE MATERIALS CAN BE USED IN LIEU OF 6,67,68,7,78,8,89,9, LAYERS IN 6"(152 mm)LIFTS TO A MIN.95%STANDARD PLAN x 6 0 OUTLET 10 U 1 NOTE THAT PAVEMENT SUB-BASE MAY BE A THIS LAYER. PROCTOR DENSITY(2).ROLLER GROSS VEHICLE WEIGHT L2�X2-X PART OF THIS LAYER. NOT TO EXCEED 12,000 Ibs(53 kN).DYNAMIC FORCE NOT TO I U) 29" SQUARE FRAME 16 EXCEED 20,000 Ibs(89 kN). SLOPE EARTH AWAY FROM V) ¢ _ Z VAULT IN BERM AREA m CO © EMBEDMENT STONE SURROUNDING THE CLEAN,CRUSHED,ANGULAR STONE, NO COMPACTION REQUIRED. REDUCED PRESSURE BACKFLOW = CHAMBERS FROM THE FOUNDATION STONE NOMINAL SIZE DISTRIBUTION 3,357,4,457,5, PREVENTER (A LAYER)TO THE C LAYER ABOVE. BETWEEN 3/4-2 INCH(19-51 mm) 56.57 j INSTALL AIR- 0:f , N Q O FOUNDATION STONE BELOW CHAMBERS FROM CLEAN,CRUSHED,ANGULAR STONE, PLATE COMPACT OR ROLL TO ACHIEVE A 95%STANDARD GAP ON RPBV P V S S H.4 ZC 13c-- 14: aqo ~ A THE SUBGRADE UP TO THE FOOT(BOTTOM)OF NOMINAL SIZE DISTRIBUTION 3,35,4,467,5, PROCTOR DENSITY(2). \ RO 0 4C I? CC w Ci THE CHAMBER. BETWEEN 3/4-2 INCH(19-51 mm) 56,57 N v LOCK N LOA i4 ND S'!,l,¢ L y'p S;. -2,4 iv c 12 12 EA D Y 3 •4 ssi pcF ��o�z c ri4.vi NG- W (n d RETAINING ALL Avq: PLEASE NOTE: rn Q < 1.1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 " CONNECT AIR AP 4T /Z /4 C> 7N� TiLI F X - STONE WOULD STATE:"CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE". a DRAIN INTO FL OR / Z _ 00 cfl DRAIN OR EXTE D =6-4 Z.47.0 J2 C, P2 S T-12A•iN G' Z p co 2.AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS IN OPEN GRADED STONE,STORMTECH COMPACTION REQUIREMENTS ARE MET FOR TO FACE OF WA L �o W C C7 Ld N Z LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(229 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR. 12" / ( ' W ¢ ¢ 2 v (TOP OF 1ST R W SG s/ /Pl�G 5IQ37 2 v � m .. ,.•.,•.:. OF PANELS) W^ O `�- i:`,;:>?,: :�.•. .i�..• ;•.•�:::,r.i. .:, . BALL VALVE 8���/Y Y v♦ ;:',.�,� �'�' ; ..•. 'e.« }:• - • ;:::3:.� a o. PENETRATE WA L `fir U - ,:4. .1''i`.i' ': :C�i.i.'::: ? t:.•. ' .:.:.: FINISH GRADE o .o a'. U Q 0 O by Y i •: �� AT TOP OF 1 ST U •,•- •.,,, . ,, '• ,.:,.: I 96"(2438 mm) ROW OF PANELS +e.. >�',... r �r;:. :,..-t; i;. ti,' w MAX. _� PRESSURE REDUCER O Q r.iFii��,}�`�'af 18"(457 mm) CONCRETE PAD 1 3 ••'. WITH STRAINER. WATTS�w CU mm)MIN. MIN. LFU5B-Z3 OR EQUAL o SEDIMENT TRAP B ELEVATION I W HINGED LID w Lj_ x 24 SQUARE a: DEPTH OF STONE TO DISTANCE CE FROM BOTTOM OF DEVICE TO' FINISH GRADE w A BE DETERMINED BY FREEZE PROTECTION, CLEARANCE FOR TESTING_AND REPAIR oCL Q IS 0 METRIC SEC TION DESIGN ENGINEER 16"(152 mm)MIN. ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION-BR 2" DRAIN w/TRACER 0 O Qcn SIDE VIEW PLUGS TO BE INSTALLED IN TEST COCKS. ADEQUATE WIRE. SLOPE A DRAINAGE ALSO REQUIRED. FROM VAULT. DAYLIGHT I �cD Of AT WALL FACE. BAR IS ONE INCH ON PLOT DATE: c��� STATE APPROVED - ASPHALT DIPPED ORIGINAL DRAWING .- UJ n cV Oi� 1 � ACCEPTABLE FILL MATERIALS 1 1/2"&2" REDUCED DETAIL No. 0 1" 8�13�14 CC) W U » >> STORMTECH STANDARD DETAIL DISCLAIMER Stol'11"iTecli• ' �� 1 24 SQUARE - 6"0 OUTLET PRESSURE BACKFLOW DEVICE C DESIGNED BY: CHECKED BY: ,-It STORMTECH STANDARD DETAILS DEMONSTRATE RECOMMENDATIONS FOR INSTALLATION AND/OR STANDARD DIMENSIONS OF STORMTECH PRODUCTS. mss. SCALE: NTS TualatinValley Water District 6 r 3 02 O �1" STORMTECH DETAILS DO NOT SUPERSEDE ANY STATE OR LOCAL REGULATORY SPECIFICATIONS.IT IS THE RESPONSIBILITY OF THE CONSULTING $ub frf $t°nnw wM°n°gement• O(V r ENGINEER TO ENSURE COMPLIANCE WITH ALL REGULATORY SPECIFICATIONS.STORMTECH HAS NOT AUTHORIZED,AND IS NOT RESPONSIBLE FOR ANY DATE: 12-10-08 �' AAR B D L a �(o ►5 STORM WATER CATCH BASIN DWG # ALTERATIONS BY OTHERS TOSTORMTECHSTANDARDDETAILS. tee ° ° DRAWN BY: JLB ® TVWD DETAILED MODIFIED PER CITY w�.iwwa,crm+ro OF TIGARD REQUIREMENTS 13833 Fu�mIOF 1�1 I PROD. MAN. DOUG P. DWN. PAUL G. SCALE NONE CHECKED: ER p 00 00¢x Gibson Steel Basins DATE: JAN. 23, 06 MODEL: GC810-36H8-6 W '' SINCE 1972 WWW M W 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 fax:344-0207 DWG NAME: ¢J 13833 - C6.2 z W 0 w LL- _jQoJU)� SHEET C 6.2 E(nCal x