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"AF't,u...avm., raw+k•lMtr+rFelwiF/la++•neer.-nu.•uK.ww.. +•.rwa.« .. .o•.,+A:.. -ro !+wr:+raA.rMb *•+.IIiF.^"••inL.•wr+M 'a.. ..+�w +•M-rw'!F+r► .. .•• :--.rs•w...«., -.._ ..rw.+ ...uwwrYws .w+u•.r.ar..+.rwu ..ir..,erwry .v.wre..e..... i r, PROffsf OK EXPIRATION DATE 6-3007 4"VTR 1 4" I j CAP FOR FUTURE 4"vTR / f4' / / 1 (37) I� / OF I 4"� �2" I1-1/2" 4- / I>(3) I (•5) (1 03) T FROM MS-1 1 / 1 1(1) ( (84) T / 1-1/2-I OF 4" 1 2» 2.1A ) 1-1%("5) (116) we1• WCO z2 1) 2" 3RD FLOOR (WC) { )� CAPFOR 2• /2" I CAP FOR 1) 2ND FLOOR b FUTLIRE / / L I1-1/2" I W I I 3) I C11 FUTURE- "., / I I 4"c6) (1) I I (4S c7> 1� _4-(6) N!� I / I I FCAP UTURE /I I Hom Des n LLC (4 I U 2-(5) / L (5) I (2) I / 21615 F. mump� / 3-(6) 3"(6) (2) ,/ 3 (6) 2" 4 /� -(6) scab Mit.OR 9Td75 i�� (4 (16) 503473-8115 �2) CAP FOR / -T f3" I / �3" FUTURE {4� 11-1/2"(4) (43) 1 4" 8 / I (26) I CC1NSlAlTANTS A4*(6) - 2 I 4-(11) / 1/2- 11-1/2` I 4" ( ) 1 / I OF 1 ( 32) �2L I1-1/2" c.5) 11(1) FQ / �'1/2•I (1) I DF 14" 2" 13" / L L ( 5) (54) / 2" 1 I I (52) opu /1 (1) I (1) 1-•1/2 I 1-1/2" 4"(6) / I yyC I OpUsArhftCt6�1 4"(15) / 2 L I Y (6) / 12" I 1 U I I I If1pws,;11C WCO 1 I^ , 1) I 2ND FLOOR /1�2 I 1-1/2- ( ) 1) 2- I 2ND FLOOR r l CAP FOR / /I I 1 1 () I 2 I (3) 1-1/2" CAP FOR ►' I CAP FOR I 1 FUTURE 11 FUTURE / / 1-1/2" I WC 3) I FUTURE (6) CAP FOR / 2- 4- I I I I FUTURE I - 1 (1) 1 4 1 (4) 1 3"7) I 4-(6) OMTIER CAP FOR / / 1 (43) 1 (4� ° � �_KO CAP FOR 3 (6• (� FUTURE %5) I 48) 2) I ( W FUTURE � ( _ I U 2.(5) WC / 13-(6) I 4" 4�' 3"(6) (2) / \L3•(6) MS 3RD FLOOR CAP FOR O Q L ` (14) 1 11-11 i 3• I (3) F I FUTURE a CAP FOR (6) I / L - It FUTURE ( ) 11-1/2" J' 1 3"(46)-., 3 (6) J M0 FD 4"(11) FROM HD-1 4"(8) W = v�O (65) 3-(48) /11-1/2" uj y f 1 4" / p 09 l2� 1-1/2"(s) / / 64) O Q ` / i 2"k 1 3S 2ND FLOOR -11--1/2* `4" 15 / f-1/2" ( ) 4"(6) / 1 121 (1) I V 0 ( ) DS 1 1-1 2" / 1-1/2" L L U) / T / 1 --3/4-CONDENSATE / I (1) 1 (i) A 4" I DF 1ST FLUOR I DRAIN PIPING CAP FOR IQ. I L 1 (86) '1- -1 M (1) 1-1/2" (.5) 1 FROM AH-1. 2" FUTURE ( ) (1 ° PROVIDE AIRGAP L I L M 4"(6) / 1 L 4" AT RECEIVER. 2" 1) (1 ri CAP FOR / / I I (1) (11 (144) 1 2"X3"REDUCER / / 2" 1 (j) 2 IST FLOOR " PROJECTWW L FUTURE I 3•(12) \ � RECEIVER � I I 2 e"xa"ACCESS l 1 ( 3• (2) 1-1/ 2" TO SHOWERS `6) DOOR / 2" 12- U (22) " 4 / TO SHOWERS 2- CAP FOR I 1 (2) 3 ( FUTURCAP E • \ ) (4 ( 3•(g) FUTURE 3"(6) I WC (FD 2) ;" (4 (8) y 3 (6' (1 ('+) 3" (4) 3• (35) ! 4" (Fl) t2) n W 3 W 07) (94) 3" (4G (23) FQ () WAIFN WCOO WCO (11) 11J CAP FOR • CAP FOR ! V FUTURE ` FUTURE 4" 6) 1 DWV RISER 2 DWV RISER 3 CONDENSATE RECEIVER (3) 4 DWV RISER_ CEO NTS NTS NTS - NTS SHEFT lm I L _ l _ I I I _ ATE: 11.14-M — E 4 l CHECK' Ricky Dnw4iom 1 LDRAWN AY: Rid2_D w tvn b PRQYGT: 08-M l 6 • 003 I♦ 4 5 r PERMIT SUBMITTAL • ..wady-ni.. 1}wry.... ... .' +hYw+...i:"vV v:, ayn� :. , �Pi+.,,,. .. — N ✓. a1FfMM". .. Wu1d1"aMV1K'tN'1•�:^nn .1'::wtAN,:M'Mt IJ',MM' + .:...... 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I I L� L-1 .11-1 wC-2 i�C-1 1�1 SI WC-1 WC-1 WC_2 1-1/4"HW(31,5) (.75) (4) 5 1 (5) (5) (.75) L J (.75) (.75) (4) (5) (5) L J 2-1/2'(47.5) I 2"(32) 2"(30.5) 2"(20.5) 1 F"1--P-4401-3/4"HWR 1/4"CW(31.5) THIRD FLOOR THIRD FLOOR 1- �� CAP FOR FUTURE E--04- - - - - - - --0�3 CAP FOR FUTURE CAP F R FUTURE - - - - i - - - -- �CAP��(5;UTURE /4„ 1-1/4-(5) 1-(11.25) /4"(5) 1/2"(3) 1 3/4"/7.5) '-1 - 1 (57.5) .75 .75 , 5 `--5- T l5J I I 2"(40.5)I ET 1 - -- - I - I -R V� H-1 F F F ] I I r 1 1._1 !,L_1 A Ac-1 r -1 1=1 --1 1f)S-1 WC-2 1--1 DISCHARGE FULLI 1- J (.75) (.75) (4) l�) (5) L J (.75) (4) 5) (5) (5) (.75} SIZE TO MS-1 2"(32) I 2"(20.5) I SECOND FLOOR 2-1/2"(89'5) SECOND FLOOR 2-1/2"(61) I 3/4"(8.25) !' HOm Design LLC 21615 EM Loop 2-1/2"(121 5)--04- - I-- - - 3/4"(5.25) TO SH-1dcMS-1 2-1/2"(105)-{ - - 3/4•(6) '3o01M WA,OR 97375 9115 '1/2-(3) 1/2" - - - - - - 3 WATER HEATER 5Covkiict115 1/2-(3) 1/2' CW TO WATER I WC_2 AL--2 WC-1 1=1 WC_2 WC_2 WC-2 wc_1 NTS CHIILLER (IN CEILING ( (.75 .75 (5) (5) (5) SPACE) TO SERVE IST (.75) (.75) .75) .75) (5) (5) (5) (5) AND 2ND FLOOR WATER HAMMER ARRESTOR TYP. WATER HAMMER ARRESTOR TYP. TANTS DRINKING FOUNTAINS. l - -2" I 1� is WC_11=1 L-1 I`s - WC-1 OPUS] r 771 (.75) (.73) (4) (5) (5) r�.J3 (.75) (.75) (.75) (.75) (4) (4) (5) (5) 2-(32) L \ 2"(44) Opus Architeds& FIRST FLOOR \SOV IN PANEL UNDER MEN'S LAVATORY TYP. FIRST FLOOR \SOV IN PANEL UNDER MEN'S LAVATORY TY?. - Engineers, Inc OWWR, W ® CA 1 WATER RISER 2 WATER RISER v v c NTS NTS 9 0:0 0 WW U - ---- - - ---- -- ---- - - -- y W v PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE CALCULATION WATER SYSTEM CALCULATIONS Q oq CONNECTION W - Prnliminary Information (,' c SYMBOL DESCRIPTION SD W V CW HW o rn w ~ ^ FIXTURE OC Z M OG -i 0 � * 3 � o9 > > > 1 Minimum DailV Service Stabc Pressure = 104 psi @ 1 60' els4ation Z � W~ CH-1 CHILLER (ASSOCIATED WTH OF-1),SAMP 115V. NA NA 14A 318 NA p p a p U a 1L p0 a U. a U. Q o U. it U. 2 M eter Friction Loss and Bacl4lowPreventer Loss=Not applicable.Piping loss and the Iq DFA DRINKING FOUNTAIN ADA BI-LEVEL NA 1-114" 1-1M, 112' NA OJ us J J 0 # W 39 -1 ; W $ J ; ti permssibie fnctun loss will be computed downstream of pressure reducing valveJAZ Ma DS-1 DOMSPOUT RECEIVER NA SP NA NA NA in w o w o m u �n Lim c� 0) ESP-1 ELEVATOR SUMP PUMP 12GPM 18FT HEAD 1l3HP 115V NA 1-19' NA NA NA Water Closet FV- 11 0 8 27 4 108 5 135 NA _NA m FDA FLOOR DRAIN PRIMED NA 2" NA NA NA Future WaberCloset F 4 4 4 12 3 36 2.5 30 NA NA Demand Load111111111110 _HB-1 HOSE BIBB.EXTERIOR FROST-PROOF NA NA NA 314' NA Lavatory12 6 6 24 1 24 1 24 0 75 0 75 3 Supply Demand = 105 gpm pRo�EcrwuuE HD-1 - HUB DRAIN NA 6" 3' NA NA Future Lavatory 4 _4 4 _ 12 1 _ 12 1 12 0.75 U.75 4 Irngabon Sy::cin Dernand = Not applicable Irrigation system is metered separately y LAVATORY ADA UNDER COUNTERTOP Future Sink 4 4 4 12 2 24 1 .5 18 1 .12 1 .12 V� J L-1 NA 1-1W' 1-114' 112' 1/2' � ELECTRONIC SENSOR OPERATED, MIXING VALVE Shower 4 0 0 4 2 8 2 8 1 .5 1 .5 Z Q Permissible Friction Loss MD-1 MATT DRAIN 2' NA NA NA NA Drinking Fountain 2 1 1 4 1 4 0.5 2 NA NA 1-Z MS-1 MOP SINK PIA 3" 1-112' 112' 1110 Mop Sink 1 1 1 3 3 9 3 9 2.25 2.25 5 Minimum Residual Pressure Maintained At Highest FiAure= 25 psi Uj RD-1 _ ROOF DRAIN _ -_- w SP NA NA NA NA Floor Drain 6 ^, 1 4 14 2 28 0 1 0 NA NA 6 Elevation Of Highest Fixture Above Pressu-e Reducing Valve =32 ft OD-1 OVERFLOW ROOF DRAIN SP NA NA NA NA Urinal 3 2 2 7 2 14 _ 4 26 NA NA 7 Static Pressljre Loss To Highest Fi)dure =32 ft X 43 psis t= 14 psi 4 Q P-1 PUMP 2 GPM 15FTHEAU 117.5HP 115V NA NA NA NA 314' Hose Bibb 0st 1 0 0 1 0 0 2,5 2.5 NA NA ' (� Hose Bibb add'I 3 0 0 3 0 0 1 3 NA NA 8 Pressure Reducing Valle Setting ;- 0 psi PRV-1 PRESSURE REDUCING VALVE SET C� 70PSi NA NA NA 3' NA J SH-1 SHOWER ADA' r NA 1-1R" 1-112' 112' 112' Totals - 267 271.5 Residual Pressure = 25 psi UFBNAL,WALL,ADA BUILDING SUPPLY= 165 GPM Stali c Pressure Loss= 14 psi U-1 ELECTRONIC SENSOR OPERATED MA 2" 1-112' 314NA W Wafer Meter Loss = 0 psi VIC-1 WATER CLOSET,ADA,WALL FV NA ," 2' 1' NA BadtflowPreverlter Loss(Double Check)= 0 psi Z y m ELECTRONIC SENSOR OPERATED � " � Pressure Available For Friction Loss In Pipes = 31 psi WC-2 WATER CLOSET WALL FVELECTRONIC SENSOR OPERATED NA 3 2 1 NA LEGEND 9 Developed Length Of Pipe = 265 ft W C WH-1 WATER HEATER GAS 100 GALLON 75MBH NA I NA NA 1-114' 1-114" 10 Average Permissible Fndion Loss Per 100 ft Length Of Pipe = NOTE$: - COLD WATER (TYPE L COPPER, INSULATION TMICKNESS:1/2") 1 TE$: PLANS - - HOT WATER (TYPE L COPPER, INSULATION THICKNESS: 31 psi 1265 ftX 100 = 1 1 psi 4. I NA=N(:'E PLA (CABLE _ - - - 1"01"&SMALLER, 1-1/2"01-1/4"&LARGER) Shin Table Based On 11 psi Per 100 ftFriedon Less UpOft Per Second Velocky Maximum HOT WATER RETURN (TYPE L COPPER, INSULATION THICKNESS: altT1771E 1"01"&SMALLER, 1-1/2"01-1/4"&LARGER) PIPE 112' 314' 1' 1-114' 1-112" 7' 2-112' 3' 4' -- - VENT (ABS SCM 40 DVN/ IN ALL LOCATIONS EXCEPT CAST IRON IN SIZE I RETURN AIR PLENUMS AND EXPOSED LOCATIONS). -- WASTE BELOW SLAB (ABS SCH 40 DWV). GPM 3.5 g 16 22 32 58 85 140 215 1 - WASTE ABOVE SLAB (ABS SCH 40 DWI IN ALL LOCATIONS EXCEPT I CAST IRON IN RETURN AIR PLENUMS AND EXPOSED LOCATIONS.). I - --SD- - STORM DRAIN BELOW SLAB (ABS SCH 40 DIM!). FU (FV) NA NA NA 5 15 69 170 490 1050 I -'SD-- STORM DRAIN ABOVE SLAB (ABS SCH 40 DWV IN ALL LOCATIONS EXCEPT CAST IRON IN RETURN AIR PLENUMS AND EXPOSED LOCATIONS. INSULATION THICKNESS: 1/2") FU 3 12 23 34 50 165 300 585 1054 I EP-- ELEVATOR SUMP PUMP DISCHARGE STANK) I-_ DQ SHUT OFF VALVE �-- ( QA7E;_ 11-14-08 -��F- UNION � TEMPERATURE/RELIEF VALVE j DRAWN BY: R Dr�w�lam I CHECK: Ridry Drewf�om (D-- THERMOMETER -- - l/I CHECK VALVE I1• PROJECT' OA-OD (23) FIXTURE UNITS (FU) -! INSTRUMENT TAP K� BALANCING VALVE r WCO WALL CLEANOUT F> 7 f110 FLOOR CLEANOUT O-- PIPE UP Com-• PIPE DOWN 7 of It s ftI. 4 r ti ftI• J PERMIT SUBMITTAL .1". .. -.."•..a.w.,,.+....,ry„w'�,+,.ar,wnxr oce.eN»,..... r,,;�'"•. ,rda.-. ..... :s:+. :..a,.vor eawa ,.w... _. Trffrr 'Fill'"IllyrIll ••wmarr..wu.�vw� uu:i.+veuarwwa"rr!wra,w,-".� wpnp..vs •u�+""". 1 1 r 1 _[IT .�'. x�-.,C••s.. -"*.�.. No.36 r WWl IlllllTlll 6 i y ..-..-.,.."._..1.....+s -. ...it-.. _.._ ...L. .+y- .r... +Zq./n•yAl•'. 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O1 INSTALL 173 LF OF 10" PVC S'CORM SEWER UNE O SL-0.005 M: 45.23 RM1: 44.57 RIM: 44.73 42.06 es ' _-_- tP111RTI1RtTI IE (10-): 14207 IE (10-): 142.00 IE IN IO"N} 141.41 IE I'N (IWNE): 137.44 O INSTALL 5h LF OF 10" PVC STORM Spi rt LINE O SL-0.017 /19 IE IN 10"NW): 141.41 IE OJT (12-NMS: 137.24 RIM: 145.57 ,1;- 44.04 IN O INSTALL 152 LF OF 10' PVC STORM SEWER UNE O SL-0.010 G ' PARCEL III " IE OUT10 • 1141 � �T (1d" SW): 137.24 ` �<r �'� v SEWER IE (10"): 141.84 IE (6"): 134 64 - 1. E (12'S): 21 INSTALL 30 LF OF 10" PVC STORM SEWER UNE O SL-0.015 'F Da, C8 GRATE 1 13 RIM: 44.86- ESM'TMUNRIM: 43. 4 ® INSTALL 135 LF OF 12" PVC STORM SEWER UNE O SL-0.(K`- S. c� r � � � RIM: 145.42 48.30 ENI 134.52 =141.28 ^ T IE (10"): 141.67 E (8"): .30 iE IN (12"N�: 140.54 IE IN �12"NW): 18"NES 136.48 INSTALL 112 LF OF 12' PVC STORM SEWER UNE O SL-0.003 EXPIRES: 12-31-06 �6 - `� 10 IE OUT (12 SW): 140.34 E OUT (18"SW): 134.32 O INSTALL. 6 !F OF 10" PVC STORM SEWER LINE O SL-0.400 - / -- 14 = M: 44.81 45.56 SWHJ (4jr- 8 INSTAL! 'l59 lF OF 15' PVC STORM SEWEk UNE O SL-0.005 • \ !E (10"): 150.25 RIM: '141. 0 IE (6"): 140.28 RIM: 145.67 ��•� ., E IN (12-NE 136.78 E Md (18"NE}: 132.33 6 INSTALL 57 LF OF 10' PVC 5T()RIII SEWER UNE O SL-0.084 G� j!I -� I 45.10 RNLI: 145.48 IE OUT (12'NW): 139.58 IE OUT (18"E): 13213 .y w f i IE (1 a"): 140.73 IE (6-): 140A. .25 10 INSTALL 50' LF OF 10" PVC STO�4A SEVER UNE O SL-0.007 ` � RIM: 45.04 RNI: 18" 11 INSTALL 153 IF OF 10' PVC STORIN SEWER LINE O Sl.-0.007 n RIM: 145.04 RIM: 145.240"E): E Mr (1d NE} 131.58 �. IE (10"): 139.88 IE (8 ). 136.32 IN (1 " 140.77 ° IE IN 10 NNS: 142.37 E OUT (18"SW): 131.38 © INSTALL d It OF 10" PVC STORM SEWER UNE • SL-0.053 E OUT (12"S} 140.57 ALJ_ 5 IF OF 10" PVC STORM SEWER UNE O SL 0.020 RSM-: R44.63 445.76 " RIM: 41.10 " ••. ! ' �`"'r i` a• `� IE (10"): 130.69 IE (60): 142.03 �� ') IE IN 'i- 129.32 14 INSTALL 93 LF OF 12 PVC STORM SEWER LINE O SL-0.006 1Z N • 140. IE IN �1d' 12f1.32 (STUB) 15 INSTALL 40 LF OF 10' PVC STORM SEWER LINE O S1-0.049 E ( } 02 IE OUT (24"SW): 129.12 S., �, L3701 OBHEET SHEET CO r` ! CLEANOUT DETAIL. E OUT i12 S): 139.52 16 INSTALL 275 LF OF 12- PVC STORM SEWER UNE O SL-0.008 q E IN (6 E): 140.02 ` " J 1 INSTALL 40 LF OF 10- PVC STORM SEWER IJNE O SL-0.074 / ? RMI: 44.55 -F GRA T1 - r ; Vr •- �!1 10 INSTALL 40 U` OF 10" PVC STORM SEWER LINE O SL-0.071 � IE IN (12"NE): 138.17 ■. IN IN (12" SE): 138.29 16 INSTALL 76 LL OF lar PVC STORM SEWER LINE O SL-G.007 E OUT (15'SW): 137.97 INSTALL 6 lF OF 10' PVC STORM SEWER UNE O 5L-0.610 y -.� \ �11 �5r1^F1`-T SHEET C8 FOR MANHOLE DETAIL 21 INSTALL 27 LF OF l Y P - ��Sa,, /11� - / ` / BUILDINGnA a STORM CATCH BASIN DATA - VC STORM SEWER LINE a SL 0.010 1111 SWS(dmon FF:146.5U \ @ INSTAL_ 15 U= OF 12 PVC STORM SEWER UNE O SL-0.010 sidle 100 �. INSTAL,. 202 LF OF 1 d" PVC STORM SEWER UNE O SL-0.010 Sam � Portland, OR 97105 •� . ,� ?r ,':� � RIM: 144.10 RIM: 144.20 IE OUT (10"SMI : 142.27 E OUT (10-NE): 14237 4 QST Tel. 503.111.1111 ALL 55 LF OF 18" PVC STORM BIER UNE o SL-0.010 Fax. 503.111.1077 4 3"w ® INSTALL 229 LF OF 18' PVC STORM SEWER UNE O SL-0.006 1 /- _ -144.55 RIM: 144.50 " n ,,5; / ��' / - , .d•�4�w �„ �� IE OUT (10"SF): 14272 IE OUT (10"E): 142.67 ® I�� 17 LF OF 18 PVC STORM SEWER LINE O SLr0.014. SEE TE IMPROVEMENTS FOR WORK IN THE PU6UC v,, / R' , - /1 .?�: :r _s�,,; ���"`►►►���/// d RIGHT-OF-WAY. r J RIM: RIM: 144.27 INSTALL 8 x16 PRECAST WATER DUALITY VAULT BY STORMWA71ER 380' O (� e✓IE OUT (10"NW): 14287 IE OUT (10"SE): 142.44 IE IN: 136.97, IE OUT: 134.67. Z 5 INSTALL 48' ''TC1RMWATER 360' STORMGATE HIGH FLOW BYPASS ` f) f Y ��• a 16 0 •'. `\ -III: X44.53 RIM: 144.14 MANHOLE SEE SDMH/7 FOR INVERT AND kM ELEVATIONS. • PLUMBING PLANS INSTALL 38 LF OF 18" PVC BYPASS STORM SEWER UNE O SL-0.020 :RI% I!)' / ? / ,• IE OUT (100SW): 142.70 IE OUT (10-SE): 14227 - PVC O SL-.010 MIN. SE l �6l INSTALL 42 LF OF 8 E. 2 \ FOR CONNECTION AT BUILDING. ' ..-,�.,r••�T--� / ��� r •• � � Q �. RIM: 143.411 RIM: 143.00 E IE OUT (10"NW): 14257 IE OUT (IOmSE): 141.17 31 INSTALL 3 LF OF 18" PVC STORM SEWER UNE TO BE CAPPED FOR r rte_ FUTURE USE. Q �� ® SEE OFFSITE PUBLIC IMPROVEA4ENT PLANS FOR ALL OFFSITE STORM ` + /i �y l •w tlh S rr Y f / ��'�� - r � j. '■• V I I S\ �% RI 2.70 RiIA: 144.40 IMPROVEMENTS. _ 3 EX. BLDG.'' IE OUT (10"NE): 140.87 IE OUT (10"E): 14298 ® BUILDING PROVRX UB DR6" PVC PIPE 0 AIN CONNECTION.SL-.005 MIN FOR EXISTING O Q / EX. BLDG." c ,/ RI�Mec�144.40 ® INSTALL SUMPED CA'�I BASIN WITH DECORATIVE OVER. / SQUARE _ r, . f�� `� 18 •';•,;,:t.., / / �' IE OUT (10-NES 142.57 R�ACT�DTO INSTALL GRATExOR OWNER APPROVED EOOUD�ESTRIAN 0 M, / �` :•;• o \ INSTALL 91 it OF 8- PVC O SL-.01O MIN. SEN': PLUMBING PLANS / / +. •1i y v *SHEET SHEET CO FOR CATCH BASIN DETAIL. ® FOR CONNECTION AT BUILDING. CONSIETANTS /'�C;; / f •rj ::�' \ / / i i / 3 ® INSTALL 5n LF OF 6" PVC O SL-.010 MIN TO CONNECT INTO OTHER / /f / - `;�j • •`� ' :::: '`,�`• , // I G TORM MH LATERAL CC 41NIECMON TO CANOPY OVER ENTRANCE AND FLOOR.MI 4 II, •`' ,�/ / RIM-157.34 DRAIN AT COPY. SEE PLUMBING PLANS FOR CONNECTION / C IE=147.42' ® INSTALL 41 LF OF 6" PVC O SL-.010 MIN. SEE PLUMBING PLANS -d. / / ," _ G FOR CONNECTION 1T BUILDING. SAN: 1'4m wB U I LDI NG B p o S /. Q� - CH GRATE 40 INSTALL 110 LF OF 6" PVC O sl-.010 MIN FOR CONNECTION TO 7 _ , d RIM=157. 5 CANOPY OVER ENTRANCE AND FLOOR DRAIN AT Y / / •. a CANOP . SEE c i / �. `_ PLUMBING PLANS FOR CONNECTION. FF:14�.50 / 4' �. ..r G � IF=154.95' / �•`'� I �` /rQ 21 \' 8,00 - w+ ,� ® INSTALL 81 LF OF 6" PVC: O SL-.010 MIN. SEE PLUMBING PLANS FOR CONNECTION AT BUILDING. tuj♦ �/ �. > \� / _' d , .:' •' 40 / ,. g INSTALL 40 LF OF 8- PVC O SL-.010 MIN FOR CONNECTION TO �/ r' V CANOPY OVER ENTRANCE AND FLOOR DRAIN AT CANOPY. SEE PLUMBING PLANS FOR CONNECTION. `✓ a O \ INSTALL 61 LF OF 8 PVC O SL-.010 MIN TO CONNECT INTO OTHER LATERAL FROM BUILDING. SEE PLUMBING PLANS FOR CONNECTION AT \ .1]� ✓_ \� IE 154.43 BUILDING. C. �. \ J G,O 4© INSTALL 40 LF OF 8 PVC O SL-.010 MIN FOR CONNrEC71ON TO W W 15.00 TPACCESSROP \ \\ \\ IE Sw. 130* / ... .,C Q _` / ��'` m / PCANOPY OVER LUMBING PLANS FOR CONNED FON DRAIN AT CANOPY. SEE IL, (r EASEMENT TD OPUS \ \ •' .� y. ?y �� 0) n X� yo / r.SOMH x � �� / / ASA ,:' •.� .,.�`���� ,s.00' PROPOSED' \\ � Z O� �. \ ANENT ACCESS 1U� �� / X \\`\\ \ �\ �� } ', • • \ EASEMENT SDOMOHP US I iTA \ x \ \ 81q EASEMENT TO "st C'o O m 15.00• PROPOSED -? 7 / \ \ \ 8 •,.',' 1! �` '. / fy � 17.00' PROPOSED EASEMENT / / X W / . D RMANENT ACCESS CL/ EASEMENT TO -Bdj EASEMENT 1500PROPOSED O� Q PORARY CONSTRUCTION / \ Lift SEE CONNECTION TO \ \ \ \\ PROPOSED PUBLIC I ROTI / PUBLIC SANITARY 40.00' EXISTING a \\ \ \\ \ / ■► •: / `'� �� \ / / EASEMENT NT 15.00' PRIVATE � J \ \ \ O� / .. UITUTY EASEINi.NT / 31dW EASEMENT TL 700 \ \\\\ + `�\ \\ / \ // '' •' _• GRA -1 40.56' / 15,00' PROPOS\ED� \ \\ \\ \ 800' PUE T / / o / Q�? ,/ // PROJECT NAM PERMANENT ACCESS \ / �� EASEMENT TO OPUS \\ `� I,h:. +• _/. -.`/�` , _X. BLDG I&OW PROPOSED000. / \ \ ~ \ ,\ r / 't'>I►. /' / / �_ LEGEND TEMPORARY C 0 mnsly EASEMENT \ \\ \ \\ \\ ~ � PROPOSE[ BOUNDARY UNE r /40.00' E)OSIINNG Cly Y �\ \\ \ \ /�•' -■ / 4 25' / 15.00' PRIVATE •'/ d \ \ // / STORM EASEMENT U1xJ1Y EASEMENT \ ,\\ \ \ / PROPOSED CURB UNE Tl CB GRATE / / c - • .J, ", PROPOSED WATER INE - -- 15.60' PROPOSED \\\ \ \\ \ // y y� _ / r�J RIM-150.42' of PUBLIC SANIJARY yam- LE.-145.00' / / / �! �✓,. '� PROPOSED WATER ME11=rc qoX - EASEMENT \ \ \ �' '+f=' ro / / ` OFFICE COPY PROPOSED FIRE HYDRANT �\ \ �_.r 17AN PROPOSED \ \ - / / �- PROPOSED FIRE DEPARTMENT G,INNECTION '" PERMANENT ACCESS \ \ •��•" �� PROPOSED SANIITARY UNE - - - -'- EASEMENT TO 'BIR' \ \ %, / / '5.00' P19VA 'tA STORM �? \ h PROPOSED SANITARY CLEANOUT PROPOSED SANITARY MANHOLE ,; / N / // ` CL,Z fi Ro¢?.}.-gac.Or, 1 AATE: 10112M8 PROPOSED STORM UNE -o Approved �............•- • I 1' / / ,oma PROPOSED STORM CLEANOUT O / Conrtn ones=r i.0j . ed / / rot on,y tn•rQQ���r�a9a �- .� PROPOSED STORM MANHOLE ® / / See NaU/0o f I ...................•. I I CHECK: KSR Fp 0+� PROPOSED STORM CATCH BASIN STORM MH / / 'tech.. . r�•;y++7'/ ' I DRAWIYBY: BJT .G,`' RIM-150.26' / Joh Add(* � ����� or�.'�iM'•++--++'---�'�4�7F-'7 -� PROPOSED BUILDING UNE �C. I.E.-143.59' / / EX. BLDG. �7 WELT. 205179 i PROPOSED SIDEWALK UNE - � . EXISTING RIGHT-OF-WAY UNE // / "� . ..U3611V s.e,PPv got EXISTING CENTER LINE / / ....... ..-•.. n: mial �t .0 / / MOI='•j N ipiHld �/ EXISTING SIDEWALK LINE - - '� / �� / 0, uo 1014 EXISTING SANITARY LINE - --SS ' / / ��e� ( ) •••.._ ., .S gyp•.'-,»..po wddv u,Jd4 A PU011fPw� eradc7v II / � / 15.00PRIVATE �.�..... ..- o EXISTING SANITARY MANHOLE ;� / / / 1 t.•'w..' / STORM EASEMENT adr�i A)A+la EXISTING STORM LINE - -5E--- -- �-- STORM MH / -- :- EXISTING STORM MANHOLERIM-147.85' (� / / I.E -142.40' / 1 ' C5 EXISTING STORM CATCH BASIN CO GRATE Sy,A S� / / / 31 SCALE ' s40 EXISTING WATER UNE ------ X' it - f 1IM=145.92' --- STORM MH EXISTING WATER METER g] i.E.-144.17' v�'7 RIM-140.23 9 20 N7 410 of 'I ' f EXISTING FIRE HYDRANT �� \rO�O I .�•� ` .r.. IST T S UBMI�A L Y STORM CONNECTION TO PUBLIC SYSTEM 1":40' , , .. ,w•rwRAr�Y .. .a:.. ... - +�" y�di ,;�'' :ri.`tfir',.'-Y!P?�!�!s ,.. 4,i.: �,kd r _ - •,/ • f .-.,., -ti. .;,,, -,:r ., f .-. 1R '. .. • . Trh�rlTtrllr�r' r C'�r�r� ill�r�I..I I�IIIII I,I�rl7.• i-�r.�r�r �i�r111..1 I�rlljr,.r-.lr�r_�. r I_.�III iI! _ t •,,,,,�q�...-..._ - ..1u�YY f"R.#4 la,n . .a. ,. .na•M6q,».,iNrw+rard&rx,.,,,,. .r• ,.. ,. -...' ;'. ., s I I x I �. , , • N0.30 xi �.• ,. - . .... .. 4_ '�, -� Vis., -l'.. ;r'.�• . .. .. .. _,.. . ..�►.- •. .. .. .- .A•._.-.....•t.w..�iw.!. ., .... :..:•..,.:... ..n. • h. . ^ ..M-X`.,.ry d/.,"1f1�M M':y .. ..dr... wa+,r.u...r..�•w1Y"p a>..,, .,_. ,ye.,. .•Yy, �Ly..L.a la fp+r+�f6.1■IY.t.. ...• r- -.-,... . - _. , ..y.: T .- . .._ Lt.•` '�".f"_.r.:..r+-..T•- ..- .•-w-n-^.....Irtww.a:.rwt....r....wr+.a..:.r+f .,"NNW ir'. i 1 IV jl I I `Ir Ca i- 3 � A PREF' NEr SANITARY NOTES_ ' SANITARY AREA DRAIN NOTES O INSTALL 107 LF OF d" PVC SANITARY SEWER UNE O SL-o.oil'. i a� -- � - - -- TWE INTO EXISTING MANNITE O lE�135.B5. C (D INSTALL. 253 LF OF LINE 0 SL-0.012 l r . ' PVC SANITARY SEWER�__-�- �Y143.90 RIM. f44.85 1�3 INSTALL 89 LF OF 68 PVC SANITARY SEWER LINE O SL-0.020 %y/ Y 09 � S. j l f u L IE OUT (6"NE): 142.40 IE OUT (6"S): 143.35 (4 INSTALL 47 LF OF d" PVC SANITARY SEWER UNE O SL-0.020 ►:)t.l�'IRES: 1 12-31-06 b 1 09 *SEE SHEET CO FOR A�itA GRAIN DETAIL. C5) INSTALL 105 LF CF 8" PVC SANITARY SEWER LINE O SL-0.010. r ' I "--PARCEL III O BLDG-141.50, SEE MECHANICAL PUNS FOR BUILDING 1' J 15'X15' CONNECTION INFORMATION. • 4 SEWER © INSTALL 20 LF OF 6" PVC SANITARY SEWER UNE O SL.-0.020 SANITARY CLEANOUTNOTES d INSTALL 35 LF OF 6" PVC SANITARY SEWER UNE O SL-0.020 I `� LL ti ` "--- �J INSTALL. 100 LF OF 8" PVC SANITARY SEWER UNE O Sb-.015. + TIE INTO EXISTING MANHOLE O IE 138.13. n RIM 44.36 RIM 44.N35� 9 INSTALL. 99 LF OF 6" PVC SANITARY .I IE (6"): 139.63 IE (b': 142.41 � SEWER LINE O SL .015 I r �( I ,•• 10 INSTALL 26 LF OF 6" PVC SANITARY SEWER UNE O SL-.015. IE a / �� "•' 'SMO BLDG-141.50. SEE MECHANICAL PLANS FOR RIIUILDING v / 3 ,A 1 RIM: 145.56 RI45.57 CONNECTION INFORMATION. r ^I ! 06 IE (9"y 141.11 IE (8*): 140.83 11 EXISTING SANITARY CONNECTION TO EXISTING BUILDING. CONNECTION TO BE FIELD VERIFIED AND REMAIN IN PLACE «, 2cr __q_ i �� A• o. �N-(6"):314.70 WATER NOTES � I •�' A• �` `�' *SEE SHEET C8 FOR CLEANOUT DETAIL <111/1 1 CONNECT INTO EXISTING 12" WATER UNE USING Be HOT TAP. WORK TO BE COMPLETED UNDER SEPERATE PERMIT IN n _ \ SANITARY MANHOLE NOTES ACCORDANCE WITH PUBLIC iMPROVEMENT PLANS. 1` i/ r '�- `` ` •d O CONNECT INTO EXISTING 12" WATER LINE USING e" HOT • " "► DIA.) SSMHj2 OIL TAP. WORK TO BE COMPLETED UNDER SEPERATE PERMIT IN . . RIM: 4372 RIM: 4857 ACCORDANCE WITH PUBLIC IMPROVEMENT ''L.WS. •d f f y- IE INN 6" : 137.12 IE IN b"N : 140.63 3 2" METER SEVICE ASSEMBLY (COMPLETE) TO BE INSTALLED 4' Q1Q(P,/ �� �� / •d IE IN (6"M : 141.30 IE IN �6"E : 140.45 UNDER SEPERATE PERMIT FOR iN ACCORDANCE WITH PUBLIC 1111 SW Salmon l ' '� / 1i ` •�. 5 \ IE OUT (8 S): 138.92 IE OUT (d S): 140.25 IMPROVEMENT PLANS Suite 100 / / - `-id SSMHjU (W DIA.) O4 INSTALL BeDOUBLE DETECTOR CHECK WITH FIRE Porelarul, OR 5►7105 "•. `, _ �� •d \' I RIM: 43.56 DEPARTMENT CONNECTION (FDC) (COMPLETE). SEE � � \ • SHEET T ...11.1111 DISTING FIRE �• CSI FOR DETAIL el S0�' y HYDRANT�� I '•�Ni/l �1- ' f' r, 1 IE IN 135.81 5 INSTALL 6" DUCTILE IRON FIRE UNE TO BUIU)ING WITH Fax. 503.221.2077 4 BUILDING A :' \ IE IN �61N} b"NE}: '38.13 O 6" DOUBLE CHECK ASSEMBLY (COMPLETE). SEE STIEET M / ,/ E OUT 8"S . 35.65 EXISTING' ) FF:146.50 f �.,, r \ •SEE SHEET cx FOR MANHOLE DETAIL C9 FOR DOUBLE CHECK ASSEMBLY INSTALLATION DETAIL. INSTALL 2.5DOMESTIC WATERLINE TO BUILDING WITH 2" DOUBLE CHECK ASSEMBLY (COMPLETE). SEE SHEET C9 FOR I / r ♦ DOUBLE CHECK INSTALIA71ON DETAIL 0 FIRE O OF THEGPUBLIC IMP OVEMENTT PACKAGE. SEET TO BE RELOCATEDASOFFSITEPART Z • PLANS. _ /� - 'A or ♦ 8e j EXISTING DOMESTIC WATER CONNECTION TO EXISTING BUILDING, i T l v CONNECTION TO E'E FIELD VERIFIED AND REWAIN IN PLACE. LL �,/ b� � / ` O EXISTING WATER MISTER TO BE RELOCATED AS A FART OF PUBLIC IMPROVEMDIIS% . SEE OFFSITE PLANS. of z ♦ 10 INSTALL 1.5' IRRIGATION WRIER METER. SEE LANDSCAPE • ' ' PLANS FOR BACKFLOW INFORMATION AND DETAIL • �� ` �1 PROPOSED FIRE DEPARTMENT CONNECTION (FDC). INSTALL 4- 0. v 1 \\ ♦♦ UNE FROM MECHANICAL ROOM CONNECTION BACK TO FDC. • C; \ SEE MECHANICAL PIAN FOR MORE INFORMATION. 4 TSUoDD �TH RDNN PER CIY STATER NDARDS. SESHEET CSI BLOCKING v ;' / ` �� :, •�• . °' ;,.. .; �t. �. •... v 14 \ s3� 11 ♦ INSTALL 43• WATER UNE BEND WITH THRUST BLOCKING PER 0 ♦ / CITY OF TIGARD STANDARDS. SEE SHEET C9 FOR DETAIL CONSULTANTS EX. BLDG. \�` �� ' 14 INSTALL 60• WATER UNE BEND WITH THRuSi BLOCKING PER ,. CITY OF TIGARD STANDARDS. SEE SHEET C9 FOR DETAIL. ---'A-'C� ''' �� •; �•,' , 1 FF:149.00 1 INSTALL AN 80x8"x6" TEE CONNECTION WITH THRUST BLOCKING PER 'TIGARD STANDARDS. SEE SHEET CSI FOR DETAIL 16 PROPOSED I�ftIVATE FIRE HYDRANT (COMPLETE). SEE SHEET EXOSTIING FIRE v$ / �', . ,• sJ j/ i C9 FOR INSTALLATION DETAIL HYDRANT / © INSTALL WATERLINE UNDERNEATH STORM LINE WITH A `' ! �/ / / �,:• -- �G` // MINIMUM 1' SEPERATION. •' 1 i �� S �/ / 2.5" METER SEVICE ASSEMBLY (COMPLETE) TO BE INSTALLED i / / / / ✓ UNDER SEPERATE PERMIT FOR IN ACCORDANCE WITH PUBLIC (� 1 � v IMPROVEMENT PLANS ,.' f j 1 ; BUILDING B o^ ..•• •' v , 19 INSTALL 3 DOMESTIC WATERLINE TO BUILI:ING WITH 2S p �( �-r -� . . '..-,,,. i DOUBLE CHECK ASSEMBLY (COMPLETE). SEE SHEET di FOR Iq FF:146.50 ° 5 7 �, � �� DOUBLE CHECK INSTALLATION DETAIL ��>:� ♦ \ i ' \ 1 apo u ,�. __ G `\ UTILITY NOTESui o AL1 10 `' i;' /{ \ '. ♦ / \/ i / / 0 `' F� Q� / lO UNOLRGROUND POWER Uu.NE TO BE INSTALLED BY PGE W SSC ' 1B + / �G / O UTILITY VAULT TO BE INSTALLED BY PGE o UTILITY POLE TO BE ERECTED BY PGE Lu f �( - 15.00• PROPosED\ / ��d °� sd LEGEND ENO i ANT ACCESS ! p j. EASEMENT TO OPUS !!`� Y ' s NH \ �` / ♦ / /00 yr(� 0` ° PROPOSED BOUNDARY UNE z -t a+ Q F?N='43.11 ` Cq / .�� �/ / \ �' /q ��(, ,� PROPOSED CURB LINE Z 4 _ PROPOSED X \ / /• d •, / \ PROPOSED WATER LINE X'W / 17.00' ." PERMANENT ACCESS^ \ `� \ \ / •'.:. ,': "T-- .� EASEMENT TO "BIR"/ // \ \�\\\ �` \\\ Coq }' \ \ '� SS MH \ PROPOSED WATER METER BOX / \ \ 01 RIM=154.78' 15.00' PROPOSED ` ,;:' "-••'� I.E.-140.61' PROPOSED FIRE HYDRANT CONSIRUCTMEASEMENT/ /15.00' PROPOSED \ \\ \ \ ; ,' +�' PROPOSED FIRE DEPARTMENT CONNECTION , PUBLIC SANITARY \\ \ ♦♦ \ ���5`' / PROPOSED SANITARY UNE -��SS---� EA9d1ENT SS MH PROPOSED SANITARY CLEANOUT 0 �/ ./_„.,.^•..... RIM•-154.46' •,.r„� Ji / I.E.-139.46' PROPOSED SANITARY MANHOLE �S 40.00' EXISTING C \\ �► \ \\ \ / •.•;, / PROJECTNAME \ \ \ / _ PROPOSED STORM UNE P U71UTY EASEMENT \ \ \ \ \ !' -�.. �, '��` / PROPOSED STORM CLEANOUT 0 �• \ \ \ \ D r��."•,�,��y PROPOSED STORM MANHOLE TL 700 \ \ \ \\ // : PROPOSED STORM CATCH BASIN 15.00' \ / ,'T •-f / l PERMANENT ACCESS 8.00' PUE PROPOSED BUILiMNG UNE I \ \ r - "y.. EASEMENT TO OPUS / \ \ �� \\ ;/ +�; 0or , PROPOSED SIDEWALK UNE TEMPORARY 15.00' PROPOSED ►' EXISTING RIGHT-OF--WAY UNE CONS I RUCTION \ / \ � ' \ \\ / \ � • `�0ys / / EXISTING CENTER LINE •- I /40.00' EXIS7INC pT\Y �\\\ \ \ /�l ,/' EXISTING SIDEWALK UNEEASEMENT - I I / UTILITY EASEMENT \\ \ \ �� \\ / .� W EXISTING SANITARY UNE _ss TlEXISTING SANITARY MANHOLE O PROPOSED 15.00EXISTING STI LINE SANTARY I L EASEMENT \ \ \ sI-.., •5 (0 w ...,�� EXISTING STORM MANHOLE 1 14/12/08 17.00' PROPOSED \ \ ` EXISTING STORM CATCH BASIN ® PERMANENT ACCESS \ EASEMENT TO "SLA" \ \ /, EXISTING WATER UNE X" w I CHECK.KSR SS MFI \ / ETOSTNrG WATER METER ® RII DRAWNBY.• OJT .-133.16'y •`r, �/' EIINO STWATER VALVE III EXISTING FIRE M / EXISTING FIRE HYDRANT HYDRANT $ � PROJECT• 205179 ti I / � / 3 .� / • ✓ / r �y� / �✓ SCALE. 1M-40I C6 10 0 40 p �� q f / 1ST SUBM/TTAL �■ •. �� pyo �y tr l 1111 pl1. 3 4 11 1121 flIfT LT .L 114pl, 11 "I- 24 r... 1I1 i'Itirly r �' I NO•�6 'I�w� ( I • uu uluu u� uuU iu ul�l� _ .� �. l��u u�u � u�lu�� ��i� 9.�u � ut(Wi iuilu��iu� , ,; ,}::•�:, III w lI II Ate.. .'�M.Ir..4+u W ...... ,_ -....._.,.. -...y.,•yyy.'M<•M9'IWw:,...�.L......w:n.rlr:•..-fie••.,'w-...-rs. ..::..���r dR.,+r+..�:w.ew_•�Irlrwr....-....., ..., ....-wlwan-." . - , r wr...wr.-«.....,..aw.... ,. ,.e '.; ,.�Ywra,,.. -.....rw.K.s,.sM..se+n•.aw s'1:x�rr:an.r.',...+n...r...A... ,,...,.6,V.-.. +� .ri•".+wilMl.. _ .... �... war .N 1 c..••• .:.ACC.li."YWw:MM��a...aMMa...'iOn`•u«n wlKy. •:.rqu:;:' wv,.•r«::21�t..,:.r�tl1+••,•' - - -- .. _t ... r.'-...- .:-a-:+.r•., _ a+-..w... rw -•..--,ww. ...w.. A...e .... .. ._ .. ., ._. ..mswwa:,+...;w't S a,{s. :c �'rPRQt� CAST IRON CLEAN-OUT �5� 1 NEMC- / RING AND COVER. 1/2-P x de SS HEX HD.SAWAW �' R BOLT A SS HEX NUT. - e INSTALL MECWWICAL SfJ1l.. RING SHALL BF ON 1/2- MIN. 1. SANITAP,Y SEWER SYSTEM SHALL BE CONSTRUCTED IN AWMANCE GROUT WOTH CITY OF 11GAR0 STANDARDS AND UNIFORM PLIAOW CODE. aFwFrt` Nemec SEAL- I,- ✓G�Yog �h v 1. BASIN SHALL BE CONTINUOUSLY WIELDED. SIDES AND BOTTOM SHALL `� 2 NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED F w GAN�EL STREET PLACE 2- C PANEl1ENT OF MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER A A BE BUTT WELDED OR MEMBERS MAY BE OVERSIZED AND FILLET WELDED. OR IM THIN A BUILDING. MALL XINSTALLED UNDER OR WITHIN • w 4 t�'�dIIETER CIRCLE AROUND CLEAN-OUT FIVE 3 FEET OF ANY BUILDING :�R STRUCTURE, OR PART J �-- 2'-5 1/4' 1 2. ASPHALT COAT OR GALVANIZE ALL SURFACED OF CATCH BASIN AND SLOPE AWAY FROM CLFJW-OUT. o' Eil IRES: 12-31-06 THEREOF. NO LESS THAN ONE V BELCH THE SURFACE OF THE ,.�_ CLEAN OUT. aROUND. PHIS INCL IJDES STRUCTURES SUCH AS PORCHES AND 3. BREAK SHARP CORNERS AFTER WELJ)INGS • 1• STEPS. WHETHER COVERED OR UNCOVERED. BREEZEWAYS. ROOFED • • 4. APPROVED DRAINAGE AREA (SQUARE FEET) �• I �" 40 x 1 d" x 240 • PORTE-COACHERES, ROOFED PATIOS„ CARPORTS. COVERED WALKS a- OUTLET PIPE d- OUTLET POPE 10,000 S.F. POURED-IN-PLACE AND DRIVEWAYS. AND SIMILAR STRUCTURES OR APPURTENANCES USE ENLARGER TIO d- OUTLET PIPE 121.!100 S.F. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE I I CONNECT TO STORM 5. ANY SUBSTITUTION REQUEST OF CATCH BASIN COVERS SHALL BE .: 3000 PSI CONCRETE INFORMATION. IT 15 THE CONTRACTORS RESPONSIBILITY TO WELD MAIN LARGER THAN d-. ( •' PAD. ti � ACCOMPANIED BY CALA4NJITIONS STAMPED BY AN OREGON REGISTERED 45'5HOOR'T BEND. ,•'' �, n PROFESSIONAL ENGINEER). VERIFY DEPTH AND LOCATION OF EX)STING UTILITIES PRIOR TO Z•-5 1/4- - CONSTRUCTION AND INFORM THE ENGINEER OF ANY D19CREPMICIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOfI � • ' • � � r STANDARD WYE WITH TO CONSTRUCTION. B I I ' PWG AND RUBBER 4. POPE BEI OING AND BACKFILL SHALL CONFORM TO CITY OF TM.ARD I GASKET. �. 5• A MIN11 IUM OF TWO FEET (7) HORIZONTAL SEPARATION IS REQUIRED I-!-AN VIEW d " � � -'� CONCRETE CRADLE •• STEN WATERLINES AND SANITARY AND STORM MAlIFNOLFS ALL LYNCH STANDARD CAST IRON GRATE 3 1/2. 2' d- THK.. 3000 P.S.I. CONCRETE CRADLE. ---�J TO BE W1rnH OF CONSTRUCTION MUST MEET DEQ AND STATE WATER RESOURCES • 42-• THICK •- RATED 15.000 LBS.) HINGE - 12 GA. STAINLESS SM33.. TRENCH. q BOARD REQUIREMENTS FOR SEPARATION. !G:.. OR LYNCH EXTRA HEAVY DUTY CAST �JTV 2 1/2 OPEN WITH 1/2' KNIUCKLE. UNDISTURBED EARTH BASE. rl •'• ' • ','� •, . ' IRON ORATE (2-3/4- THICK - RATED 10` 10- LONG WITH 1/4 PON (FASTEN • 50,000 LAS.) BOTH OR APMVED EQUAL WITH d NI 1/4- M. MBOLTS) ELEVATION STANDARD .. �►T�y 3- CENT. till DRAMAGETriV<s 1 M� T < I O 3/14` MANHOLE LJO TO BE 1' -- • • SET w MORTAR DEPTH TO MATCH MANHOLE FROME AND COVER ABOVE FINISH GRADE 1111 SW Salmon RM 1. ALL STOSEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO "• r 1-ORATE DEPTH GRATE FRAME Its EASEMENTS THESE PLANS AND THE APPLICABLE REQUIREMENTS OF UNfORM y Suite 100 �. PLUMBING CODE. THE APPLICABLE REQUIRD"TS OF .HE CITY OF '+t �'• �:�' •: Por" OR 97205 11G/1RD. • . L NO DRAINAGE PIPING OR PART THEREOF. WHICH IS CONSTRUCTED Of _ Tel. 503.111.1111 MATERIALS OTHER THAN THOSE APPROVED FOR USI; UNDER OR WITHIN � . 'r °' i• 1• •O - '� 4 A BUILDING. SHALL BE INSTALLED UNDER OR WITHIN FIVE (5) FEET OF +0 ' 3 Fax. 503.111.2071 ANY BL11lDING OR STRUCTURE. OR PART THEREOF. NO LESS THAN ONE •;.,• . ~'`' 1/4 1CI N SS OUTLET GRADE LUNGS-VARIABLE, MAX. 3 LAYERS. n • MIN. 10 GA. SHT. 12 MAX. Al (1 FOOT 9ELOW THE SURFACE OF THE GROUND. THIS INCLUDES : •. T MCTIAL (TM.) DIAM. iv SLOPE OF PRECAST ECCENTRIC CONE I STRUCTURE'S SUCH AS PORCHES AND STEPS. WHETHER COVERED OR 9 . ! ' •�• �'.t ------- SWILL FACE DOWN GRADE UNCOVERED. SWAYS, ROOFED PORTE-COCHERES. ROOFED PAT106. • •' '�4•� � �' ' � ' 3/1 d" 1 1/4' .tel I !IAM. - .3 . SCARPORTS. COVERED TRUCTURES OR APPl1WRTENANCE5AYS. AND SIMILAR a� 1 SUMP " . �••`: .• 1d' SUMP ; 3'-0- MIN. PRECAST AND POURED 4 '' •• ( •) .- 1,-� C C PPOOLYYETHYLENE STEPS �- CONCRETE BASES SHALALL CONFORM TO z 3. LOCATION OF E)ASTING UTIJTIES ARE BASED ON AVAILABLE ` '. (TMP.) / IRdlr * INSIDE CRY STANDARD SPECOFICATIONS. • INFORMATION. IT IS THE CONTRACTORS SIB�TY TO FIELD VERIFY ' :. • . i•�:" ': ' ::Q� •, sEE DETAIL "A" 3 d 8-X12' WIDE. 2- DROP. DEPTH AND LOCAr" OF EXS71 NG UTILITIES PRIOR TO CONSTRUCTION •• per/ AND IPIFORM THE ENGINEER OF ANY DISCREPANCIES w THE PLANS IMBEDDED 30ON 1Y CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 1/4- PLATE (TYP.) CENTERS (TYPICAL) ALL JOINS SHALL BE SEALED WITH SIDES AND BOTTOM I 40 it ' 3- Mw. 4 MIN. WITH PREFORMED PLASTIC OR 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY �.� d- �- d- �-�-- -� d- 1d' d- '� RUBBER RING TO FORM A WATER z RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING T(0 I ADEQUATE SHORING AND TRENCH PROTECTION OF WO1tK1EIN. TIGHT �� 0 S. RIM ELEVATIONS OF CLEJWOUTS WITHIN PAVEMENT ARE APPROXOMATE, SECTION M A SECTION B-B LOCATE STEPS ON UPSTREAM FINAL FINISHED RIM ELEVATIONS SHALL MATCH FH%4 D PAVEMENT OF MANHOLE. GRADES. SIDE �NOTE& ---•- 2'-0 1/2- SQ. ---'� I.E. AT 45' BEND )IDLE MANHOLE W . d. COINIRACT'OR MAY SUBSTITUTE PVC FOR THE STORM DRAIN PPE FROM OF CATCH BASIN) 1d CONNECTION REWIRED MATERIAL DESIGNATED ON THE PLANS. PVC AND ADS PPE SHALL 1. Area LkafP construction h 0000rtiNoau• NIM ASTM C-4711. MEET THE REQl11R D*NT5 OF THE !INFORM KLIMBI IG COOS NOTE THAT 2. B- of 3/4' compacted bas moterlal MAX.SJUMN Pl7t DETAIL IMI-212 r THESE ALTERNATIVE MATERIALS MAY ONLY BE USED VI HERE A Vl1i0A1 3. p1,goofE Minimum waM Mldaneee to be 5 , reinforoen►ent to be mbar OF 7I OF COWER IS -C900 SH OIHBE USED. CONCRETE SEWIEA PPE, ASTM A615 Craft 50 or welded wire meeting ASTM A407, Cwwwte - 240 MANHOLES BOTTOM RISER.TO 120 MIN. BEDDED CONSULTANTS DUCTILE IRON. OR PVC-C900 SHALL BE USED. �� 3000 per • IN THE CONCRETE AS THE BASE TAKES 7. STTAAINBEDDING DARDS. AND BACKFILL SHALL cONFORM To THE CITY � TIGARO S 1 AMAO (� H TYM CATCH ITS INITIAL SET. SCALE: NTS SLOPE SHELVES 1:12 MT5 A AREA DRM TfM- -1 sAWctJT a a GENERAL NOTES _ _ . SURFACING FORM CHANNEL TO �� O 1:12 Q B MATCH EXISTING MATERIAL. 3 PIPE I.D. PLAN I)5TORMFILTER BY CONTECH 5TORMWATER 5OLUTION5; PORTLAND, OR(800)546-4667; 5CARBORi000H, ME(877)907-8676; TOPSOIL 2 ELKRIDGE, MD(666)740-3318. 1 OR AS Z BALLAST 2)FILTEK CARTRIDGE(5)TO BE 51PHON-ACTUATED AND 5FLF-CLEANING. STANDARD DETAIL DRAWING 5HOW5 MAXIMUM NUMBER 14 (N�p NOTE Standard Manhole Of CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE 5PECIFIED ON 51TE PLANS OR IN DATA TABLE BELOW. � BASE MATERIAL CHANNELS MUST BE ABLE TO PASS A 7•X30• ALTERNATE TIAON(TYP - (SEE NOTE 8) 3)PRPCA5T VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. DETAIL DRAWING Rf.FLEM DE51GN CYLINDER INTO PIPES. SHELF SHALL NOT BE for Le1M than 3d- P O y (5EE NOTE 6) INTENT ONLY. ACTUAL DIMEN51ON5 AND CONFIGURATION OF 5TRUCTURE WILL BE 5HOWN ON PRODUCTION 5HOP DRAWING. BELOW THE TOP OF THE PIPE t,. 4)5TRLICTURL AND ACCE53 COVERS TO MEET AA5HTO H-20 LOAD RATING T �' - " • • 5)5TOKMFILTER REQUIRE5 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LE55 DROP 15 AVAILABLE,CONTACT CONTECH I � e` •• ^�► • •. 5TORMWATER 5OLUTION5. I 1 I,A,.� _ MAW= �A� �• 6) INLET AND JUTLET PIPING TO BE 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST 5TORMFILTER VAULT r I I I NTS 1 ' EQUIPPE17i WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET AND OUTLET LOCATIONS. < Z �Qy LU COUPLING CONTRACTOR) 7, -Z3V SUE MINIMUM CLEARANCE FOR MAINTENANCE ACCE55. IF A 5HALLOWER 5Y5TEM 15 REQUIRED,CONTACT CONTECH <W m 8 V•��, p I 1°� 5TORMWATER 5OLUTION5 FOR OTHER OPTIONS. ° 8)ANTI-FLOTATION BALLA5T TO BE 5PECIFIED BY ENGINEER,AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLA5T TO BE'NET A ALONG ENTIRE LENGTH OF BOTH 510M Of THE 9TFJ.ICTURt. 1 9)ALL 9TORMMFILTER9 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINT[NANCE GUIDELINE5 FOR MORE- p O O •i \T W INLET PIPE OUTLET PTFE •� FE j (5EE NOTES 506) INLET (SEE NOTES 506) 30'0 FRAME AND 8 x f 6 PREGA�1 I h I I Z 4. O O BAY • 5�NOEF TE 5TRUCTUI DORMFiLTER DA fA - L p p O O s Ol IfIJ'.T WATER QUALITY FLOW RATE(eh�) 0.46 • ! BAY PEAK FLOW RAT[ cfe _ 5.52 O O FILTRATION BAFFLE •� - FLOW RETURN PERIOD OF PFw!',,'LOW 251R BAY WALL 5PREADER III OF CARTRIDGES REQUIRED 14 CARTRIDGA FLOW RATE 15 OR 7.5 m 15 p O 0 BALLAST MEDIA TYPE C5F PERUTE ZPG PERLITE y� - (5EE NOTA`8) PIPE DATA: I.E. MATERIAL DIAMETER �a IS t7 8 x 16 STORMFILTER PLAN VIEW 1 INLET PIPE r I 136 97 PVc 12" 1 INLET PIPE N2 - '� PROECT 4 ME 4 OUTLET PIPE 134.67 PVC 1 2" • !A:' ..•' . ' . HEIGHT ,+t .. .�:> a. .•, ' ?'�' II RIM UNDERDRAIN WIDTH�-�1 � � I -s I 30"0 FRAME AND MANIFOLD �_ L_ COVER(� . UP5T F 5TREAM d- MIN d- MIN 7 I (5EE NOTE 4) GRADE PJW,- 8' x 16 STORMFILTER - SECTION VIEW B -- /d' - crYP) 2 d- MIN BEDDING BELOW I LADDER, OUT" OF PIPE SELL „- ANTI-FLOTATION BAl' 3T WIDTH HEIGHT • 1 •r _ WIDTH HEIGHT 27- L FLOW SPREADER BAFF(.£WALL NOTE5/`3PECIAL RLQUIREMFNT925 RMP) (TMP) 5'-3" -5'-6• 5' 3" I LADDER 4'-6•MIM :',4';1t�� .i". �.:.�+.^`.'t�r: t''�.1 E:, .;.A l \ 3- 3 4, (5EE NOTE 7) .•;j.. �,. ., **; +� Vic• I �- PERMANENT N �' !� ,. l:-r�= •• rf 7- POOL J ENERGY 5TORMFILTER UNDERDRMN d 1 , ''r' •" �'I'. D1551PATONZ CARTRNDt�E(TMP) MANIFOLD �! ,1 ; / '' 5' �` THE STORNWATER iONAGB TRENCH FIOUNDATION __� I CHECK: KSR (5EE NOTE 2) �� STABIJZATION. AS REQIJIlED ------- 2 _--� I w.. :? t, , !}.•,� i 4r I. .�� TIDFIIteT 4� -1 ♦ J,. 1�Q' ti. S. . i' i}Y • . f •!�' (�"' . _� I AFLIIMY B1! 8 >, 16 STORMFILTER SECTION VIEW A ; • �..ti '-'t'+ '•%I ,��t;,; f y!t e.► .1.4, ' ,$ - TENT No. 5,322,429, 31� JP. - yt, � ! ;''t.;� "�.�M�w�t;: '•x.`; ; 2 No. 5,707,527, No. 4,027,439, NOTE �J �.... ..,.�.•. ..• NOTES: 16'-_ No. 5,424,574, AND OTHER U.S. 1. SLWACING OF PAVED AREAS SHALL COMPLY WITH -. iVFV CUT STANDARD VUW & 1. SUBURBAN TYRE: NOT FOR USE IN PCC STREETS. AND FOREIGN PATENTS PENDING Z. JOINTS TO BE TACK AND SANDED. PROJECT 2051 TD 1 8' x 18' STORMFILTER - TOP VIEW 1 3. SAWCUT SHALL BE TACK COATED WITH IWTUMINUS i+SP'F�ALT EMULSION. Z COVER AND FRAME SHALL BE GRAY CAST IRON ASTM. A-4N! CLASS 3Q 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL . C2006 CONTECH&Tn w ftr soks" 0200e CONTECH Sbnnwel" sokAlom Z 4. NOTCH LID FOR LIFTING HOOK. CONTM • 8' x 18' PRECAST STORMFILTER 8' x 16' PRECAST STORMFILTER W AFD TRENW DETAIL SU0Y APD STAPDAF'� PLAN AND SECTION VIEWS Its � �,�.� � TOP AND SECTION VIEWS, NATES AND DATA 2 STANDARD DETAIL STANDARD DETAIL S. w NTS 001A�d*comm ►ml OATS 0� 10i �CJr.E:N01! �tE IYMa eMN IC 01l o�MMN,:MJW pa'aw.Ally 9p�dIMe1111Mr1►.00111 w-m OMl SCALL:IIOIN A.!Mw welopc-o ORIWYN�LIW GAObQ AN C 8 1ST SUBMITTALNolow- • �» �- - . »w.W. L'Ml114 .yj..,:-. _ ...�. ,« :......y .. .'. • .. ... ... - _..-.... ... � .. /7,, 'IM. R. •.:•,.�1:'rr. 1',. �•:..4'p.h _. r •` t..: • ,l -.rA".'.,.tl `..h• «;;tiny •,.d•"t,. :,.:.^,,. • ( rpt ' � w1IT i� '�i�-r tfir Nil I � Ijl rlr I�r -rel ISI I�I rpt r�� rel I�r I�I I�I ►�I ,�1 i(! I�I • � 1 _....... g o Ili 112 TUI' 1 111 Ul UI1WWllllt)W�11�1U11111�11111111111111 , rr ' y„ :.w• •4.^.MiIE�'1.r.1`•M.I•.^w..1.d....�w..lr.:+Y►....rr.'wYr+6f s.aMt!^IIYue •'di^'=. ..a•Yb.CIM./�I�iIT.•.!k-!TY!!X'IGrv'Lwo. •:V.'YYI-.t'.ypMew.wM.. ...w ••IS.•wu/!.I✓-:.. •llarl'�I.•w a.. - �.it:._ rw.. ... ., ♦ � ., +r ...�.. .. .. .^.�4A1: A •.,.4..yi••'•,�• --••..�wS1.w�J. ^,r JQ4'++•:-^F*+iL "•,�_•••.v aYWM:'.r,.�]M�' -- .... ... tYY�O` ...-._ -. .......... ,. -,•-.raw«..• -.w...•w.m......^ w..e.� :z'1.t.4 yh ^sl MRrllletiwww+.aR..a M.ir'WVY nM w .n^^ .w•., sw•owa•ww ..�,.n'-.nMw.x•.ao a...s.rnwMe• ',wra wahc W ,•,.. ,. e-..�:�.��.••j:,,::a.�,�w�yM4;,.a.•1'r/tIMM"M'NIII�'Yireevreu.ewes'r•N...rer.►awrss•w.....:.o••.•-•.- -r.�:!•.�fMw�,r./rwM�., .,Mr,nwww+r.ry..,,+..c,,. age+ _ .. i n WATERSYSTEMmor- 11I a C�OI�TRtJCC�Y101N �VOTE3 __. 1. ALL WATER LINES AND APPURTENANCES SHABE INSTALLED IN j - ��;^ GENERAL NOTES 1 ,F �� LL y�,Z p� �, ACCORDANCE WITH THE CITY OF TIGARD STANDARD � � CONSTRUCTION SPECIFICATIONS. DRAWINGS AND THE UNIFORM PLUMBING CODE, 1)51OKMGATE BY CONI tCH 5TORMWA7F.k SOLUTIONS; PORTLAND, OR(800) 548-4667; SCARBOROUGH, ME(877)907-8676; �k S. R'�`'�' 2 MECHANICAL JOINT FITTINGS SHALL. CONFORM TO AWWA C110 AND SHALLELMUDGE, MD 0- (866) 743318. .j 2)PRECAST MANHOLE.TO BE CON5TRUCZED IN ACCORDANCE WTTH A5TM C476 DETAIL DRAWING REFCT5 Dt51GN INTENT ONLY. EXPIRES: 12-31-06 OF OF A CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. ACTUAL DIMENSIONS AND CONFIGURA110N OF 5TRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE 3)5TRUCTURE AND ACCE55 COVERS TO MEET AA5HT0 H-20 LOAD RATING, TESTS ON ALL WATER LINES PER CITY OF TWAR'D STANDARDS. PLUGGED TYE PLUGGED (ROSS BEND PLUG OR CAP VARIABLE DIAMETER 4)INLET AND OUTLET PIPING TO BE 511'CCNFIED @Y ENG,NttR AND PROVIDED BY CONTRAL-Tok. PRECA5T 5TORMGATE MANHOLE » (5EE NOTE 2) EMI"D WITH EITHER CORED OFtNING5 OR K4OCKOUT5 AT INLET AND OUTLET LOCATION5. 4. ALL FITTINGS SHALL BE 'THRUST SLOCItf_D PER CITY OF TIGARD STANDARDS, ,• 5)CONTRACTOR TO AOJU5T WEIF, TO DESIGN E:.tVATION SPECIFIED IN DATA TABLE BELOW. DO NOT E''.CEED 5.0 FT-1-55 TORQ(1E WHEN TIGHTENING 5CREW5 ON WEIR FRAME. SEAL WEIR TO FRAME WITH RTV SILICONE 5EALANI ATTER FINAL ADJUSTMENT. S PRIOR To BEING PLACED IN sERrncE, n+E WATER LINES AND SERVICES .. SHALL BE FLUSHED, STERILIZED. AND TESTED. ALL. IN ACCORDANCE NTH --p �- PEAK FLOW q 5TORMGATE MANHOLE CITY OF TIGARD STANDARDS AND UNIFORM PLUMBING CODE BY THE -- -3 C OUTLET PIPE CONTRACTOR. > ' (5EE NOTE 4) - DATA n 51KUCTURE ID 5MMH/7 6. THE CITY OF TIGARD SHALL BE NOTIFIED AT LEAST 4a HOURS PRIOR TO WATER QUALITY '• FLOW OUT LET PIPE WATER QUALITY FLOW RATE cfe 0.46 ANY WATER LINE CONSTRUCTION. FLOW I LATERAL PLUGGED CROSS TEE (5EE NOTE 4) PEAK FLOW RATE Q cf55.52 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30' COVER OVER THE MANHOLE DIAMETER 48' 60' 7?1 - 48' `•• WATER UNE. UNLET PIPE 5TEP5 4' MIN RIM ELEVATION 142-9 B. LOCATION OF EXISTING UTILITIES ARE BASED ON AVMA1 LE INFORMATION. CONCRETE THRUST BLOCK SCHEDULE (5EE NOTE 4) PIPE DATA: I.E. ORIENTATION MATER9AL OIAMT_TER IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIY DEPTH ANOB INLET PIPE 137.44' O' PVC i bo EXISTING TO LOCATION OF STING UTIJ71ES PRIOR CONSTRUCTION AND INFORM (BE/►RMNG AREA OF THRUST O�CI(S rH SQUARE FEEDWATER QUALITY FlT1ING 901NE1ND. TEE. OR 4Nf' 22 1/T 11 1/4' 2 FLOW OUTLET NPE 137 z4' 90' PVC 12• n TIE ON(BMEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR SIZE (INCHES) PLUGGED CROSS BEND om 5ET 5CREW5(rYP) IA•FLOW 1 37.24' 180' PVC 18' E'S n LOCATAT LEAST 48 HOURS PRIOR TO CONSTRUCTION, 4 01.9 01.3 __ _ STORMGATE MANHOLE - PLAN VIEW (5EE NOTE 5) OUTLET PIPS 9. ALL ON-SITE OOMESTIC WATER SERMCE SHALL BE INSTALLED BY - FICE TYPE PIPE CTAP PLATE CAP •ti LJCENSED PLUMBERS WORKING FOR A UCE NVD PLUMBING CCINTRACTOR. 6 04.0 02.1 01.3 -- WEIR DETAIL- PLAN VIEW 'I 159F-ICE DIAMETER ,,, 4• d 07.1 03.9 02.0 01.3 2 WEIR CRE5T ELEVATION 138.34' 12 16.0 ONl.B 04.5 02.3 WEIR WALL ELEVATION 13864, y 16 2N14 13.5 0a 0 04.0 �,OVER WEIR,H ftt geLA 1 O. G 1111 SW SBR 24 54.0 34.9 1&1 00.1 rF'.r" EIR ORIENTATION 1350 ` 100 ALL JOINTS TO BE ELEVATION 1 136.67 PoH&m 1, OR 91105 RES IRAIMED W/FELD LAK NOTE ,ISPECIAL REQUIREMEAITS: PIP!`ORIENTATION KEY: Tel. S0 x.111.1111 OR MEGA LLOS ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 130 P.S.I. AND AN SEE STRADDLE BLOCK ALLOMIABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOCIT. TO Fax. 503.111.1077 b DETAIL NO. 561 COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING 24•0 FWME WEIR FRAME 37ESW-% USE THE FOL LOWANG EQUATION GRADE RING AND COVER(511x) 160• n fAIIIIIID ALAS - 0laT X (1000/!0. KAIM x (TAM.[ NAL 3' ADJU5TABLE 6m - 1N�IR PLATE 2 O' _ME" LUGS TVP NOTES: QQ Ir 5 NMN ( ) 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE + :�';re.., r (5EE NOTE 5) 0 rS • '' ' s SEE DETAIL NU. 581 " ` 2-2 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. .f e,� MIN � • EMBEDMENT Z � � • 3. KEEP CONCRETE GEAR OF JOINT AND ACCESSORIES . 4, THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOVM ems ANCHORS ENCIRCLED ON THE PLANS . e.g. 15 INDICATES 15 SQUARE FEET BEARING ,,I 4ti'•A :•� : t ) •� ii. AREA REQUIRED. ��•..'d ` •j' i' sr OF NOT SHOWN ON PLANS REQUIRED BEARING AREAS :.T FITTING SHALT. 8E AS r Fes'---4' MIN--�I °' !• ` NNDICAnED ABOVE. ADJUST IF NECESSARY. TO CONFORM TO THE TEST PRESSURE( S AND ALLOWABLE SOIL. BEARING S1RE'SS(ES) STATED IN THE TITLE A � ���' I � z"\ � SPECIAL S. �:; r Q �• • NOTE: a BEARING AREAS AND SPECIAL FA.00KING DETAILS SHOWN ON PLANS TAKE PRESINEHCE OVER BEARMiO AREAS AND BLOCKING DETAILS SHOWN ON 'y��'f��� •�• /" ,• '� •. � - THIS STANDARD DETAIN.. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE STORMGATE ADJUSTABLE BEARING AREA IN SQUAME FEET TO BE DEYE U0ED BY FEET. WEA(5EE DETAIL 112) s CHART ON DETAIL NO. 360 OR BY CITY ENGIEER. DEPENDINGON , • r � � • STORMGATE MANHOLE - SECTION VIEW A 41D COVER(5TD) $� TIONS, 4' FRAM Y�'�1CAL. r �oac�a _ N3 � N.T.s N.T:S. STORMGATE MANHOLE SOP VIEW 2 2 CONSULTANTS TO TUALATIN VALLEY WATER TO LOCAL. PLUMBING 02005 CONTECH Slo ffr*vi er Solud" 02008 CONTECH Stwmweter Sokillik ; THRUST NOTELOCK 4 � DISTRICT STANDARDS CODE STANDARDS CONMM' STORMGATE MANHOLE HIGH FLOW BYPASS CONX*i ' STORMGATE MANHOLE HIGH FLOW BYPASS DISTRICT3W DEVICE Sl MWA7M PLAN AND SECTION VIEWS 51 A1fR 2 RETAINER l,1 AND TOP VIEW, WEIR DETAIL, DATA AND NOTES SEE NATE 3 Ll1T1dF1Sw STANDARD DETAIL In STANDARD DETAIL _ _ PE OOfIr011�binlw.11r oom OATF omm mou:NOK m NMl:Oo•r+an OIIAMM:WIN 0QCN :AAO OOIwd1�In1N4WA M OATS:040M WAI NOK FU MOM.111641111OIIAYMf:nJw cFIGI®AI10 SEE MOTE 1 FLANGE COUPLING ADAPTOR n w 0 O FLOW ---- O OC O tJ u 6 MIN UJI OPTIONAL FIRE DEPARTIENT uj a CONNECTION. CONTACT LOCAL FIRE Q O MARSHALL OUTSIDE OF WITHINca LADDER MEETING OSHA PAVEMENT PAVEMENT REQUIREMENTS 7" UJIZ SEE DETAIL 300 AND Ix SPECIFICATIONS �--z.a 4 Q PLAN SIDEWALK ADJACENT TO CURB 1a' CAST IRON 010 BOX ALTERNATE FDC LOCATION ` � PROVIDE 24" BY B k, FLANGE DEWALK VALVES IRON r THICK CONCRETE .-•��;:: TO OR 100PAD (SEE NOTE 4) yTCRM DRAIN B �D LINE 3 MIIN - 6 MAXMMX WATER METER HAND TAMP BACKFILL 12' BEHIND SIDEWALK AROUND TOP SECTIOFk �--6J' MIN. j PLAN r OR BEHIND CURB I T[ MAX. 1 ETER BOX 1 1/2" - /4' DRAIN ROCK - WHEN NO SIDEWALK 6MPRO.ECT NAME 3' MRN AR PAPER (MOISTU 1' UNION EACH SIDE DOUBLE CHECK BARRIER) d' DUCTILE IRON PIPE 2. OR 1 1/2 t �- VALVE ASSEABLYRESTRAIN ALL JOINTS W/ METER I 6 ASTM 3034 PVC i SLY �- "FIELD LOK' OR EQUAL GASKETS I OPENED Q CLEARANCE Y -ISOLATION BALL VALVE l _. VALVE (SS E NUT O(IENSION y 12' - 18' 6' MEGALUG RETAINER ( ETA I INLINE CHECK( VALVE GLAND (EBAA IRON) - EE DETAIL NO. 505)CONCRETE PIER IS' GATE VALVE I FLK:, x M.J. 2' FLG X COMPRESSION ANGLE l WATER INNER d• BLOCKM.J. x d• FUG. TEE2m (FITS 1 1/2 • APT'LICATIONS) SIDEWALK WITH PLANTER P'0' - RODENT STRIP AT CURB • MJ X TAPPED ON t CCRETE BALLAST SCREEN CRUSHED ROCK BASE SIDEWALK 3" MIN. BREAK FLANGE 2' TYPE V 2 TEE SEENOTENOTE 2 STANDW IP" MINV D• MAX. COPPER PIPE PIPE STAND " • r l DATE: (TYP) ELEVATIONmmiII• INSTANT SUMP �• MODEL X ----�- NI MAIN UNE y I CHECK K5R THE BOSS 2004' 1/3 HP S,-AIMLESS OENCE SIZE BOX TYPE I. HYDRANTS TIO BE MODERN MUELLER CENTURION, A-442.(OR APP-D EQUAL) 6• MJ, 5 1/4' �� BENDS N01ES: D14AYVN6Y. QRS ELEVATION �1 I/M•PDF�SCH WRE. FLOAT SNATCH 3 4 - 1" BROOKS 419 SERIES OR EQUAL MVA. 3OILPORT EESER 2 1/2 PENTAr,ON OPERATION NUT. OPEN LEFT MATH THE FOLLOMANQ: AS h•E�VOIR 1) VALVE BOX NOT M REST I 1 1/2' - r CARSM 17308 P131 OR EQUAL B. BRONZE ACIUATI(>MI NUT Y MPT X COMPRESSION CORP ON OPERATING ASSEMBLY. C. BRONZE SEAT RING (SUPPLIED BY THE CITY) SIiOMN IS 01►1_Y A SUGGESTION. E. WEATHER SLEEVE COUPLING NOTE (SUPPLIED OPERATOR OR EXTE11510N TW Frmwu. INSTALLATION • 205170 NOT ANGLES TO METER LOCATIONS. HORIZONTAL Nh LEVEL FROM ED � GRADE. NUT 1. DOUBLE CHECK TO k1E LACATEli DIRECT.Y. BEHIND WATER METER. Ks. N T1�ON�AL STANDARD THF"cEAD5RiNGS 1. CONTRACTOR To INSTALL, MJ X TAPPED 2 TEES AT 90' IS DEEPER THAN 3 FEET �� F'IMN ® 24 UTILITY UTILITY BILCp ALL 2. SAFETY (MAINS TO BE REMOVED. 2. CITY TO PROVIDE 2' THREAD BY COMPRESSION 3) CENTER VALVE BOX ON SIZE VAULT VAULT DOOR ■ I' CONTRACTOR SEAL ^?�NIN"fS IN VAULT -11H 2. BRASS, STANNLE,SS, CR PLASTIC PLUGS TO BE INSTALLED IN TEST 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED OORPERATION STUP TO BE INSTALLED BY CONTRACTOR. AXIS OF OPER. NUT. WITH FDIC a W/0 FDC ■ NON GROUT COCKS IF BELOW OROJND INSTALLATION. BY DISTRICT FIRE MARSHALL (CONTRACTOR TO TEST MAIN W/CORP'S INSTALLED). 4) PROP 24' SQUARE BY 4' THICK 77-VA 77-VA a CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB, YDS MIN AROII ND BASE OF VAUI.T WHERE FLOODING 3. DISTANCE FROM BOTTOM OF DFMCE TO FINISH GRADE, FREEZE PROTECTION, d. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 3. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A CONCRETE PAD AROUND VA-VE 2,C -'--- 24•----� 4 77- -W J- OR HIGH GROUND WATER EXIST AND O EARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS •. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST T O dE PROVIDED. 04 PAINTED BLUE. BOX OUTSIDE OF PAVED' AREAS 6 676-VA 676-VA a CLEARANCE BETWEEN WALL AND DEVICE On MIN.. S2' FOR INSTALLATION. 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED BO OU7 IN CONCRETE PAD DETAIL CONCRETE PAD 697-VA B-� MAX.. EXCEPT B' MIN, 9_ MAX FOR eA4-WA VAULT BY ENGINEER. 4, CITYIMLL INSTALL ALL COPPER PIPE ! Fll'TIK3S FROM 1 3106 E THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 31065106-LAJ -3AL 4. THRUST BLOCK 1'-0" MIL. TFFIK:1(NESS QN9Z MEOW 9. INSTALL A S1ORZ HPHA50•-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) MAIN M METER LOCATION 5. DETECTOR METER TO READ IN CUBIC FEET N.T.S. 1111 IN EQUAL APPROVED BY DISTRICT ENGINEER ON THE 4 1/2' PORT. 2'-1-1/2' WATMMETERN�YF'ICAL �► VIAL ,� t�F N�r w N.T.S. ■ CHEM EX 2 V N.T.S. NOT M 3CALF 1ST SUBMITTAL J{ID 4 r 'a AW 1 1 t 1 'r i-i I I I i i I I I ..1 i I-1 T IY I I T4 r T 1 Tt 1 1 i ! i 1 l i 1 I I I I I I .,., .w••w*• ', . . 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