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12353 SW GRANT AVENUE-3 , I, w.• • i n r L 14 H� I s IEADOw cob S9 K Ui• �; � TOT I �1IIT nIrl rk �y Cov -JIL PL JJ1 SIV WALNUT ST I ELITE CARE FACILITY 12345 S .W. GRANT ST . , TIGAR I sw way ou lot VICINITY IAP ' SHEET INDEX: LEGEND: CVR — COVER SHEET, VICINITY MAP, LEGEND • MONUMENTS FOUND AS NOTED XXX- ' EXISTING C')NTOUR I.R. IRON ROD XXN� PROPOSED CONTOUR I Cl — SITE DEMOLITION & EROSION CONTROL PLAN I.P. IRON PIPE EXISTING FIRE HYDRANT C2 — SITE GRADING PLAN FD. FOUND p EXISTING CATCH BASIN � (M) MEASURED ® EXISTING S.ORM MANHOLE C2A — SUPPLEMENTAL GRADING DETAIL —SA EXISTING SEWER m EXISTING !7. .NITARY MANHOLE C3 -- STORM & UTILrTiES PLAN —ST�-- EXISTING STORM � SITE T.B.M. AS NOTED —W-- EXISTING WATER ,pc EXISTING LIGHT POLE Dl — DETAILS —SA — PROPOSED SEWER EXISTING POWER POLE D2 — DETAILS � PROPOSED STORM a EXISTING WATER VALVE —W PROPOSED WATER O EXISTING WATER METER D3 — DETAILS __ x — EXISTING FENCE EXISTING STREET SIGN I a SILT FENCE EXISTING TREE 0 XX) EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION TIG AM M t I EXISTING CONCRETE SIDEWALK VOW D fM Lr wim FAQ IM1>fll pwmk-& r r: PROPOSED CONCRETE SIDEWALK M woo Adl lz lass L.7777779_7: PROPOSED ASPHALTIC CONCRETE fly » owe � 1 sok fort sM� ,,� ,, �Az;A, so ELEVATION DATA: EIEVATtONS ARE TO MS.G.& DATUM. BASED ON GEODETIC MONUMENT. KASS CAP STAMPED 'TIGARD OFFICE COPY 1948. ON M WEST SIDE OF BRIDGE. ELEV• - 154.40' SDR 2000-00003/ VAR 2000-OW mm or DATE a E2?84-4 ernBY es JHH 11-17-9 COVER SHEET .. ���N I � E2284-4,1 Imm• JM N.T.S. OR. 97202 FQR. ELITE CARE FACILITY cmmcm 3737 S.E. 8TH AVE., PORTLAND, CARD PHONE: 503 235-8795 12345 S� VN. GRANT ST. , TIG c ) CVR ' �w, FM: 503 233--7889 WASHINGTON COUNTY, OREGON c ) EXPIRES 12/31/2006 PLOT DATE: B-22-05 ZTEC CAD FILE: E22SWI.DWO '.I :ter;;•,w 'M���'T/.�..tnl;Slf��. , ',krPa'_�rzi^:`w!•y.,»,'.cM�N �'ll"`'NW�1'k �''•;a.l. .. ,n r e .,. .. to .. :. .. .. '• .,�- i'+-..,:..,.. _.,— —. •- .. .•,y,Fs+. :•r;�.. 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H � \\ � � � � CHAN RNLI .57 � \ � - � \ 8i� _- - ��'� \ - - - - - - �-- -- - _`"�'\ iso }g..A 0"0 I:) 10 P - BRIDGE ,� \ •� 12tUNK 14 6)UN � CHANNEL Aft 12 t0 ASH --------------- 16 I " to"o I 18"M 611 A Q 1 1. 0»A // \ �� l I I 3 10"UNK I� P / I = _ 10"o .1 � / , j ( I 1 — BRIDGE/ e (31M '� �1 \\ N 1"UNK » ) ( J I � 8»(6 1 ,1 140#(2)M � � NK 6"M I � & 11 I » '�x _/ \ \ " 12"0 (5)14 \ \\ / " „ 2 8"(2)HAW , " 16"M a" ' • LARGE SANITARY ( � 8"(t4 J / I I HOLING / SAN. M.H. D J TAW/VAULT / RIM 15213 J �� PIT / INV 142.70 / ( �•— / 148 " 1107 --6"-A-- - -- - -- - - -• - � 30-x.1 — L — — SA ---SA SA SA— A » / alo, -- — - - - - �' loo, S 36 A oole sN ` I I i (2)13"AS / ti oo" sP I \ \ T4s _ _ —.01 07, RIM loo .-o' 1 � ` � ZEST 148 PIT I2 SANITARY MH \ /i \ 1 RIM 154.13 $ I.E. 143.01 T.L. 2103 + \\ ' \ �s°, �--� ' 130 6" PIPE \ WETLAND NOTE: �/ �� + MTAL NEIN Agg MaJS AREA 1 12" I.E. (-4.11 (MESO MAYS; AND PARKNG) 20.350 SO. FE ELEV. 1510 118"C / MTAL SIZE AREA • 1009 % FFw 100 YR. FLOC EIVAIM -( , / PERCENTAGE OF AREA NIt+ER1 M = 19X rl � PERCENTAGE OF LANDSCA44M SPACE SIX i EXIST. CATCH BASIN RIM 155.16 / 8" INV. IN 153.71 (W) , O STORM FILTER CATCH BASIN 8" INV. OUT 153.46 (N) ` S . .'.A'••• RIM 154.75. 20"C q 02 FUME PERIMETER WALL FOR DETAILS. SEE DING PLANS. 2 /' / ///// / 3 10r WE PEDESTRIAN CYCLE PATHWAY EAST:MENT L,ocAT10N APPROX'wATE: W , / SlB�ECT To Vk70F010N BY CITY OF TIM FOR / '�, OOMMATION NTH M/1STER PATHWAY PLAN. `,,.` •' �v_ . � � -�� / tri` M , 7 2 ., G / .� j T.L. 1601 T.L. 1900 2 GRAPHIC SCALE 0 is 30 \ T.L. 1800 / l,�, ) \ STORM M.H. P. \ RIM 157.8 x1 MRCH " 90 FM \ INV. 154.55 \� r f CATCH B pp \ RIM 1 o� By wpm aA� HH 11-17- P LAN E2284-4 � � � SITE GRADING _ C29 A CITY OF TIGARD REVIEW IN 7-10-03 t N I JMec -- es � � � 1" a 301 IDBu1Puw � 1- FOR. ELITE CARE FACILITY 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 12345 S. W. GRANT ST. , TIGARD OR Clam= ( PHONE: 503 235-8795 C2 zr141' � WASHINGTON COUNTY, OREGON ,M,dd" FAX: (503) 233-78$9 PLOT DATE: 8-22-06 ITEC CAD FILE: E22844C1.DWt3 EXPIRES 12/31/2006 s '.( W t i9F rrT� 7rTrr. . .� .� �Y. (rI1 � Ll1II-l� I11r�T -r�1111 Ir-1, I�I�1,1. T,IIIIIIIIIIIIII�IIL1 I C I' �' I I n II I I / .L I p I 9 I 10 I 11 I X12 ,,, 1 ,•2� 31 4 !I 7 � . ' 1M1a.e».U. 7 No. $a .1' i ':w. IIIA Iq•0�M1'w. iB L L L t11 %11e illlllll Ill Illi llll)1 lUlllll Illll 111111111 llllllll 11.11 llllllll ll11I11111111I1111 llllllllll � fill lWlllll 111111 llll�l.l 4 � ! . -. - .... - .... -. ..-.•_... .MkSAwRM nBMN ' •' . . ..... .._. -... ...•. 'EMIL . . - .. ., `0 ". :»w•!T!4°•st.5_ ...,:k'.}MC-..,M•. 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MW I IT OF NAY \ \ © 4' HIGH WNTH L1GHIED SIGNS• � CommlE Y 311BIKE ELEV. 15 .0 1BC --�A, — �i STORM FLU RACI( ,. A.C. PAVEiNT CATS BASIN • 100 YR. FLOOD ELEVATION 2400 .'. •'�'� �.' .• '•. • '• '•.• .• . •,' '•.'.• • ,••'•.'•.•• � .' .• • •��► � �� 9 RIM 154.75 . _°a �. �'. 1 16 r I 8 4' HIGH WALL *EM STOP ! '� t b • � � �� N - (TYP.) � 1 ;y '�,°• • '1. • • • • �` 18 F ® 4 HUGH CYCLONE FENCE. ` �� •' �;� CONI. sloEwALx MATCHING A.C. 9 FT. 36 IN PROPO�D r '`,,jl' C / PAVEMENT (MADE ACROSS BUILINNG (24 IN MIN.) 4 IN PIERNIEIER WALL /' ^ ` T • .�'.,' .; . c e / FRONTAGE' PAINTED c ,► c 18 F 26 P 11 INSTALL CONCRETE RETAINING WALT 1' TO2 FT STRIPES ' S HIGH. NO FLU. BELow. EXISTING �/ 9• 9 , ELEVATION 154.0 T 'P• • 5 12 BI FUTURE PERIMETER WALT, Rr DETAILS 000 15 9 7 20 , •” �` �. SEE ONG PLANS. 00000 �O' 000 0 0 6 4b , '` 8 /�Q� 13 ACE ROUTE TO BUILDING ENTRY. oo°000 • ' 00000 'r 4 �'::/ 6 / 14 INSTALL AREA DRAIN 00000 BLDG. 2 p !." / / RIM 155.5 8 FT. o°olo F.F. 157.5 / ` / CONNECT OUTLET TO ROOF DRAIN STORM o°o°o . i DRAIN aITLET, °o°°°° o i °000° 0 0 0 15 ��. • ' // 15 WING MOUNTED AREA UGHTS o°o°o :', ; 13 ,' �/ i. / L.00AIM TO SCREEN L"HT AWIY FROM 0000° ! `:; : 0 NEK1180RMIG PROPERTIES. ° 15 9 PEDESTAL MOUNIED AREA LIGHT. 157.1 4 BLDG. 1 F.F. 157.5 20 ,SG @ / I / 1 rr r 5 4 / 6 / "adel No. :6R13.9 p 14 o T.L. 1900 '� • � / r `. Ul / • 0) / A 12 gwjty j • i i` / Fin isrh grade 6*- v.c. ,�--- 2 7 Sil�fs�Ef vat i T.L. 1800 / ` __ _.-______rr•_ HANDICAPPED / D �COt�d f00t rant' 1: for al�gle•elded;�c�esti• i, ORD RIIIIG 1 FOR A ION PARHONG KITH D.M.V. asABLED I I . I � 1 • ,........ •.• n. ._.--. GRAPHIC SCALE PERMIT ONLY. VIOLATERS SUBKECT �' Bike- 0 .o •o TO Tom ORS 811.620 AND r EXPOSURE FINE UP TO NDER ORS 611.615 I~10dAF1ttR $�C11CityBibQ ReCIt� (70 PARKING 1 IN ter ) \ 14 _ . Lomth Silos Upwi y oM ISL" 24 ° / ° ' ° % VAN A(XSSIBLE i M 3 `6 0 0 0 0 o o X/ ®R- 12:9 9'-•::1." ? 1 . a 0 ° o o BR-16. 12` - 1, 0 o 3rd"die.hal for M REFLECTIVE ALUMMNJM ` 8R-20:9 15 - 1'. 1'1 22 �H E ON BLUE BACKptOINq I I ��2N aia: x i sR-24:9 � 1-1 ,[ CL V A.N. / 16• CONCRETE '! anchors��� i •i�.rr�wr��r.r��s��irwrrrr.�rwrrrrr4rr . .wrr 1-1/Y CL 'B' A.C. CURB Y - 3/4'..0 CR. ROCK 4,-0" tY - 1-1/f-0 CR. ROCK COMPACTED BASE STANDARD CURB & ON—SITE j N.T.S. DISABLED PARKING SIGN USE 2 — BR-4.9 MODELS PAVEMENT SECTION N.T.S. amt BY APPWm DATS , JHH 11-17--9 "� NO.: !;2284-4 A CITY OF TIGARD REVIEW ,1M ;x_10-03 6� E JM .� SUPPLEMENTAL GRADING DETAIL Iff. 04 REVISED BLxm PLAN ......­--� Io8 ec Nim"do Cts J>rl1-4-06 , , 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 FOR: ELITE CARE FACILITY " 20 PHONE: (503) 235-8795 12345 S. W. GRANT ST. , TIGARD ,7 %L•Ml FAX: (503) 233-7889 WASHINGTON COUNTY, OREGON of 7 Cd�A EXPIRES 12/31/2006 PLOT DATE: 8-22-06 ZTEC CAD FILE: E22844C1.DWO Pro" 1.0oww"Y s e1 j p[ •r ` ... .. .:--.'.•.. n,,,,. . ..,.-r M..'^ .V.':Mi•L7CYi0.Af.- . .r.. .. .. .Ll... _.i..�y.f-_ ... _ , * ' • ' -~ illl�Ir�r'llTr` 1Itit, �1'I�T Fluff, + fi T1_rl .r 1fIIIII�IIIIIII �j1�,lltlil( jr tjtTt�r r�r11�TT 2 3 4 I 81 9 10 111 I.. 1.12 • I ��.�...^ 1 .? N0.3Q amw u.•� ow 11 ,Jt 8 8 B l A 4 fi L IW, ' :� ; llll �Ilu 111 llllU IWMI 111111111. �W IIiII.IIII WIILI 111�i11! ui�l1 loll 11111 ulilllll H 1 / , t.. .Ai1wnMn.+s..1Yr+sa:.'K•r+•f+M.w.wT'...•.....+n4v1K./'.:wNrol.ls'- -iw...CIM,^' w✓AF'..•rJr,.,.lyy-Y,.ro..s.i.wR•w. - . _ — Lt r 1 , .• ,.... .f.. . .. - .r,. T.. .... .... .. ..•.. .,..Ann-+.mf...•. ... •}' ._ .. .. •+• -a anw+w•h - axr+•t!'eY•.M"Jw. - '1^+!^TIkR!'.' 7.f0. 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RIM 154.13 TEST PR T.L. 21D3 \\ \ 1 150 6" PIPE �/ O STORM 0 W OF TRENCH 1 RM 1510 O PLAIN AREA RE 0UNES 40. C.r. 10• LE 150.25 EXCAVATION. EXCAVATED MATERIAL C.B. TO BE LIAEIOTLLED IN TWO 3\ 10 + RM O POLLURON CONTROL M.H. AFTER WE INSTALLATION. No ' ELEV. 154,0 18"C ( �' 12 I.E. (41) � 3CHANGE IN LE N151.59 000 PLAN AREA RESEED ALL 100 YR EIDATION IN R ODD ELEVATION 10• LE 151.39 DISR1RfIfD AREAS _ L 18"T / �3 SIM FILTER CATCH BASH 10 CAREFULLY EXCAVATE NEAR RM 154,75 EXISTING TREE To REMAIN, EXIST. CATCH BASIN t•a � ' ?',:.r. C I.E. IN 15125 PROTECT ROOTS. SERVICE. 18"F 6• I.E. 15245 RIM 155.16 11 NC SEWER 8"BN VN OUT 153.61 (N) 7 3 .P 6• SUL RM 156.0 EXRDING PLUMBING PLANS —\ COORDINATE LOCATION WTH \\ S ' 8" I.E. 151.8 12 2• DOMESTIC WATER METER N a / / 2p 4\- (� SMI. C.O. METER BOX RW 157.85 6• I.E. 15235 13 f DOUBLE CIECI( 6AC1OLOW PREVENTER N BOX fi/ .`fI ' �P.h © SAN. C.O. >•. ..F:. ': y ,// ..6`""1 Mh IM 156.85C B• LEE 153.153.35 STORM C.O. / 8 n -• / RM 157.1 8• LE 1 '.70 11 n 2 G /6• ,`Y' /r / CONNECT DRAIN COLLECTION SYSTEM 4 � \�0 / T.L. 1801 �• T.L. 1900 �� 13 �x� // O SRIM TORM .6.0. y r/ CI.E15145 CONNECT TO WELDING STORM \ / DRAIN COLLECTION SYSTEM 12 r / rr GRAPHIC SCALE T.L. 18004 L r / a 0 r p STORM M.H. "'r •P' l.� r� RIM 157.8 .F.- �' \ `\ INV. 154.55 I mm . 80 FECP / CATCH 8 PP �\ aYll RIVMN BY ApVaM DWn JHH f1-17-9 Ott OF ROARD RENEW AA 1-10-03 Gime c �S, ZTec ENGINEEIDA.Si, INC. E2284-a JM STORM & UTILITIES PLAN � Ezzfia—a.1 REVISED BU'LDINO PIAN �, ,-9-D� FOR: ELITE CARE FACILITY 1" - 30• 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 rra,�d°�3 PHONE: (503) 235-8795 12345 S. W. GRANT ST. , TIGARD �� FAX: (503) 233-7889 WASHINGTON COUNTY, OREGON /f of 7 EXPIRES 12/31 /2005 - PLOT DA.r: 8-22-06 ZTEC CAD FILE: E22844C1.DWG 1 � = Y�i1�lrltr111�1rht7tl I 1� 1111r111r1?" l'IrTlriliilr Pt _ �r .Iilili' r11II1I1iI111iI1 - . tl�'TrI 111 II I + I ( TS I a � il � ll � � � e� � l � � � le� � l ��'�ioT� i � <lit< I> i� t i s T -V m ,�a� rt; N..m ." � ec e , c s ct a e 1 e el ul u u i�lll ullh; I uuhul Illlllli lu — u�uull>ll m « _ �._-_ uuitu I Bullet u�il and uuum , - p �1 �L I - o y. 'y I I al■ow 1 --z.o-AA SIDEWALK ADJACENT TO CURB MATCH TM► -' & GRADE rruoi wt s Ill' CAST IRON 910 EXISTING PAVEMENT DIG OUT REPAIR SAW CUT Olt GRINDING I J VALVE BOX T � NIi JOINT ; �y ® d' MN. � SMNOTE b wow - BREAK FLANGE SIDEWALK V NOTE 4 -r - lea MIN A CL SEE NOTE 3 - 000 NOTE 3 �1 ' Z" OF 314"-Or BANTAM ° o o ° h I �1_ I Ile 4' DRADN y. �y�? SEE NOTE 2 00°00 '00,0° o 1 °o o°o Q0 00 o o°opo 0 - - --AGGREGATE BASEROC.K OOPACYW SAIGRADEI I 1 \ TAR PAPER 0MS T o o poi°�0 po° o u p°°�o �pzl 61 DUCTILE IRON PIPE RESTRAIN ALL JOINTS V/ COMPACTED SUBGRADE 'FIELD LOK' OR EWIAL. GASI(ETs r e• 3D• MAX A e' SIDEWALK ADJACENT TO CURB I -� 10• MIN �\ \ 6' MNEGALUG RETAIPER _ �, LAN 6' MN. now LOCAL STREETS: GLAND (EBAA IP'?'1 r id. AC 6� CLASS `C" ASPHALTIC CONCRETE, CONCRETE PIER 6' GATE V BLOCK FLG. x N.J. NOAH AS - 4 (1-1/2 - 0`) AGGREGATE BASEROCK T OR SIDEWALK WITH PLANTER a.o- M k x 6' FLG. TEE _ n - _�► - STRIP AT CURB �. ^� STEZEET ` • --•� � � �• � 3/4•-d' �� AC - 8" CLASS `C" ASPHALTIC CONCRETE �""� ..% •=..' OOMPACTf:O 8UlI0RADE MINOR COLLECTOR STREETS: t SIDEWALK 3' MIN BREAK FLANGE + :a� allAir, � P Msl r MSM " r3104f-W �AL SIDEWALK AWAY FRAM CURBCOMPACTED AC - 7' ASPHALTIC CONCRETE, '� � � , � �• - r• SECTION A-A � �� AS - 4` (1-1/2oR o") AGGREGATE BASEROCf( ' NMI C X s 10 GA MESH L hlowiR TO K E IMM CBiRAiWL A N"BMA)r Y4 51 SEE NOTE N0. 4 L SMIA� K3000 P.S.I. AFTER DAYS. d SACK MIX, SLUM' MtAM10[ - 9" CLASS "C" ASPHALTIC CONCRETE M 3 PCT- M!1/!"EE1iDIi0p10)�111g1 W%W% an LUT FIN TIE OF CONI 3"• AC A. 4 Z PANELS TO BE 6 FEET LONG. MAJOR COLLECTOR STREETS: L wWZ AC IIAICAI WT NOTES: G ORM SFAT M L �T��D Cff 1. CONCRETE COMPREMVE STRENGTH SHALL BE A MINUiIUM OF 3000 PSI AFM 20 DAYS. Z U7UTY VA JOINTS TO BE IR RA) S, AT OF DRIVEWAY APPROACHES,S► AC - 9" CLASS '0" ASPHALTIC CONCRETE, sumo rNI116 M N UTLITY VAULTS. `twlEElCIIAMZ RAMPS. � At SPACING NOT TO EXCEED 48 FEET. AS - 4' (I-I/2" - 0") AGGREGATE BASEROCOc ��~M>�'" E SATIETY 2KK COW= F. NOMI IDES M v Ri1MN Z CIM JOINT SHALL BE TRCIIMM MATH A MIN 1/7- RADIUS ALONG BAC( OF CURD. � MIM SDIIMAEO �� 4. FOR SIDEWALK ADJACENT TO THE CUM AND POURED AT THE SAME TIME AS THE ! SAIEIY CIMNIS TO OE 3. FXPAN ION ! C MTRACTION JOINTS SHALL BE 1/2' PRB O-00 ASPHALT MATED :UM � JOINT BETWEEN THEM SHALL BE A TROVELF0 JOINT MATH A MN. 1/2- RADIUS. NOTES: lWAMMiS TO E NMWI R-WI7 SNM MO CR All ALIEWIE MMM MATEmAL OR EQUAL EXTmmo FRC1M 5t1BGRADE TO FINISH GRADE S, SIDEWALK SHALL HAVE A MR&" THICKNESS OF 6 INCHESIF MOUNTABLE �� IN NMI FK WMIWL CUTIN IS USM OR F �M1ALX IS 1147DOED AS PORTION OF DRIVEWAY. 1. JOIMIT: ilf e! TACK aIo sAlloLv. 1. SURFA12N0 OF RAVED AREAS SMI COMPLY MATH STREET CUT STANDARD ORAMANG. 4, IiiIiIRAIIT 10 E NSDUp Yff MIO MW 4. 8- X d• 10 GA MESH REQUIRED FOR COMMERCIAL ONIVEtdAYS ONLY. OTHERWISE SIDEWALK SHALL HAVE A MA1MIM THICKNESS OF 4 INCHES, Z AWMMLT FLA= N WNL S' LFM EACH 00WA0713) TO 90 Tri. Z JOINTS TO BE TACK AND SANDED. L 00151MMR rIrRdWOFWSW. L F MGM W MDllE OiAl= MWK PW 10 O P AWL 6. DRAIN ®LOCKOUTS IN CUM SHALL BE EXTENDED TO BACK OF SIDEWALK VRTH 3- a SI►MIaJT SHALL Ill: TAC OCIAi>m wRH entA»Iio» AarMulLt rriuM,10Mi. 3. SAMlOU i �'..�1 BE TAC( LOOTED MATE! ED14AlRlUs AWHN.T EMULSION. T: f K 0 ACCONIM WE SMOM°�"C NIX US 2t AS"x"10"® `A COMMERCIAL DRIVEWAY THIS PROJECT PLASTIC PIPE AT 2X SLOPE.. CONTRACTION JOINT TO K PLACED OVER PIP L DIST■ACAS SINL OF E RACO AT WOW ill A=1l �--. _ iwa.us ee No scAu _ Na salc Aouttw r. ouow HYDRANT MDs AOUR M F. News ft NO Agunw F. ou[MAt 00 SC"M OdMIER I orma R AVJ"" P. Dunw{ PAVEMENT DIG-OUT ofwMaMro"eja r AousTiN P. 111 TRENCH owa No .n.._ 0111111101111111110,D o'�"T -- STANDARD �, to nwIIaiwo onwrirorr CONCRETE owo No � a» .,,,�,�, owr�. Mo. m..��w.a» '� •.�.1. F'M�E oFc. Nafwr w.i ar a.wr►ara 1n aam %sos 11.1E�. .er., MIM �.{. AND REPAIR 18 2 BACKFILL am�. c MM IoM DRIVEWAY rRm •�• wA�a+ ,ns SIDEWALK sem' omr a noAno 1 80 HM11Y v Tnnll� "' Mum iM• INSTALLATION .,42 Isrn v � rw E I ,ter M►= 1 42 ����p rar i�►m rwowa as 1 �O Nry��AIN •►am �_- �w r�wwr NPW401L OR , '11 1B' BEHIND SIDEWALK �-- ,JL AWAW-A [It BEKIND CURB DRANAGE �-- WHEN NO SIDEWALK 3 PLM OUT T y ML CONCRETE SDEIMALK d" PiPE w/oouPUNo •1- 03- WIDTH As s!' OR 1 u2' r BATTER -.1+ � , I SHOW ON METER VATTr7t METER ROAD I' 4 r R .;. . � e'J 6 �' A f-I f A N• C r --"� SEE POST ns) 1 - PLAN � . . Ir r'IPPa'iT DETAIL .'I BOX , . 'I/T. I .MAX. 0' ` DOUBLE CHECK .: '-- - EQUAL SPACMiG f+,f . V UNION EACH VALVE ASSEMBLY BASE COURSE--�. •CD L' FLG X COMPRESSION ANGLE STOP WITS 1 V2 ' APPLICATMNS) Z4" O L MATERIAL.St 41r PLAN NJ X TAPPED / NIAL Be TEE ,`/ j la' - HIST 1. FOR USE ALONG MEDIANS. GUTTERS MAY BE REDUCED MATH PRIOR O P' X E' X 63', 12 GA. GAIN. Pf.RFORATED Sys: P' TYPE 'K APPROVAL. FROM THE CITY ETNGNNEER. O POST. 12' - - 12'E COPPER PIPE 3• B Lam' X 2 I/E' X lea, 1B G& GALV. PERFORA - •. 2" x 6 ■ 6, i 6' Z CONCRETE: TU HAVE A BREAKING STRENGTH OF 3r10O P.S.I. AFTER 2e DAYS. C;ROUID ° STEEL STIFFNER POST. T . :. :. WATER METER 3. EXPANSIfJN "Mc \ ��• `\\. - P L4' X E 1/4' X36'. 1� GA. GAT.V. PF1tFTRA MAIN LINE A. TO BE PROVDfJ): O STEEL ANCHOR. 2• MI d' n 6, C > 1) AT EACH POINT OF TANGENCY OF THE CURB. AS NEEDED 1 / . i / CRUSHED ROCK BASE Z) AT EACH COLD J(IINT. ' 3/lS' X 3 1/2', GALVANIZED HEX MEAD BOLT 3) AT EACH 910E OF INLET STRUCTURES. O LOCK WASHER, OR 5/16' CORNER BOLT. Be HIPT X C NVIRESSiQ!, CORP 4) AT EACH FCD OF DRIVEWAYS. 7/16' X S', GALVANIZED CARRIAGE WFLAT kND RE (SUPPLIED BY TCITY) ELEVATION S) AT LOCATIONS NECESSARY M LIMIT SPACING TO 45 FEET. ° ITH LOCK WASHER, P BOLTS PER RAIL PER POST. 36•_420 0. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED. NON EXTRUDING. �� O 2' X B' CROSSRAILS-PAINTED WITH REFLECTOR NUMBER 4 MR FICA MATH A THlERIt:IUE� RED AND WHITE PAINT.OF I/2 INCH. SEE NOME •'�� DEVICE SIZE BOX TYPE O STREET 4 CONTRACTION JOINTS. 3/4' - 1' BROOKS 01419 SERIES ORE A. SPACING T'0 BE NOT MORE THAN 15 FEET. '� SEE ��•• � TRAFFIC CONTROL DEVI STREET �:•; I .` ;:II11illl I HIM 1 1/2' - 8' CARSI]N 1730D P13L OR EQUAL p FOR STREETS AND HIGHWAYS AND THE OREGON � �TION�p _ B. THE DEPTH OF THE JOINT SHALL B• AT LEAST 1 1/2 INEW& -� TI-_�11 • j SUPPLEMENT• L COR'TRAC'TOR TO INSTALL NJ X TAPPED 2' TEES AT 9V ANGLES TT] METER 5. BASE ROC( 2"-0 OR 3/4--0. 95X COMPACTION. BASE ROCK SHALL BE TO O 3F-1 BARRICADES N07M LOCA'►gOi L HORIZONTAL L LEVEL UiSTALLATIIIN SIDVN IS ONLY A SUGGESTION. SUBORADE OF STREET STRUCTURE OR 4' IN DEPTH. WHICHEVER IS (If1EATER 6C-8 BARRICADE DESIGN E. CITY TO PROVIDE Be THREAD BY COMPRESSION CORPERATION ST1P TO BE L DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 6. DRAINAGE BLOC(OUT - 3" DIAAE10 PLASTIC PVE: POST .TUPPOtT DETAIL 6C-9 BARRICADE APPLICATION 1. POST SHALL BE SFT IN CONdtEiE t 21I' DEEP. �_ I� TLR CCOiTRACTOt TO TEST MAIN W/CORPS DaTAL•LED). - TTI=- INSTALLED BY CQl'TRAC • 3. ALL MATERIALS AND WORKMANSHIP SHALL BE W �� >'. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST A. 3 I.D. PLASTIC PIPE WITH OOUPLINO. ACCORDANCE WITH THE CURRENT STATE OF ORE Z UTTAJLUMZE CEDAR OR PRESSURE TREATED MATERIALS. 71-fi1 3. CQrTRACTOR TT] MARK LOCATION OF CORPS. WITH A 4X4 PAWTED BLUE. COCKS IF BELOW GRQlND INSTALLATION. 0. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE ORKLED OR CUBIT STANDARD SPECWMATMNS FOR HIGHWAY CONSTWX 10 4. CITY WILL INSTALL ALL COPPER PIPE L FITTINGS FROM MAIN TO METER LOCATSAW CUT V071CALLY 10" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. 3. FACE OF BOX TO BE FLUSH MATH BACK OF CURB. 3. DISTANCE FROM BOTTOM OF DEVICE in FINISH GRADE, FREEZE PROTECTION, C:. DRAINAGE ACCESS THROUGH 4EW CURBS SHALL BE PLACED A MINIMUM OF 2.CY 4. BARRICADE FOR SIDEWALK IS SDUL.AR. 4. MAX. OF 4 MALBOXE5 EVENLY SPACED IN EACH CLUSTER. SECTION B-6 AND CLEARENCE FOR TESTING AND REPAiIR ARE THE MAJOR CONSIDERATIONS AND A MAXIMUM OF 3.0' FROM PROPERTY LIN . FOR INSTALLATION, S, CAIRVE SHALL BE FIELD FIT & APPROVED BY CITY. _we No _ No scKs. Aww.wfs 010 sit w.Mro w^ NO SCALE "r''"°"'®'" NO SCAU /� MUM P. Wilms STREET � fraelanue ooMlllMt Aa M F.�s- MAILBOX �\ MUltM P. OVUM rr w b10NIfa1NM)��AR11Of7 AOMM r. DU[NAS DWelURMO OWA R "t AGUSM P. DUCH" 01x0. No. D$QNMFM OOMnefr - a"awww law e.a wu S.W. IMO. No. � ► 2 dt 1-1/2n DOUBLE CHECK M. No. orr oloMa Mo&a Oft W& to rAm �..a l�f�» aflr fa1R�1 owo• uw as wu�» °TM"ww01 CURB & GUTTER ,a,, MGM S�„ „� mom 1"a ALTERNATIVE 7 10M' a4r aF nano ►". _ _ -- MIX m.� _ _` BARRICADE ."' WATER SERVICE 1521 MA�CN 1fM ASSEMBLY 530 � �'�* rH 1{M 1 26 an w TIrAlIa P":' r ""�" �� 192 amr... ""° •"' "" HAiY�w 11� ,rff�a M fie L f�10 wrw e.R a"gy p r�,n wr�n� .wMorr�Ms •wwm►FMR I .rr"c+n ora �f llY11 ROMON ® DA1z JHH 'i-,7-9 TAILS E2284-4 I N � � DETAILS E22a4-4., CITY OF 11GARD REVIEW ,Ad 7-10-0,,1 96 � JM ec � NE `, • mIs elc�u: N.T.S. FOR: ELITE CARE FACILITY 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 12345 SWG N . . RANT ST. , TIGARD PHONE. (503) 235-8795 D1 ` ►, `"•`�,� FAR. WASHINGTON COUNTY, OREGON - o i 1 • (503) 233-7889 6b1.M 1 PLOT DATE: 1-9-06 -� ZTEC CAD FILE: \E22844C1.DWG EXPIRES 12/31/2006 ----- .. .. r ,ARr ;.v. trV r it4Tn '1 .... •34'. _ ., , .. . . .... •. Ai. ! „ ax'31E°�ri ,,.,,_•, vw,.._ . _., R,,:-sr�sF x:..,. e1dp. R '.i'•�" � �� 1�.'L .. eMe. '? �: ...'y!M►!ffif'�f', ,_r•egyr �*'. . . .._ _. .. - .�,...�....+.w - ,, ...,.. ,;....5!n:.,. w..:. .a;r.....,s:••'...- .tet; .. _- •..r.. ..-ww e+!wrrwlrwtwr" 1111T T[TiTEDII[T 11]rl I 1 iiTTl1 ilirllt iiiii(I , ; ' �1>�1�_i. I�IIT�T f�i�;Il lllll�l IIIii�l IjIIIII I�Illll 1I111I1 )iT�T�t I�iTi THIEVE 10 12 . H 21 L No.36 L L £ L �f 8 JUTlllllll 1 ll�lu1 Ili llll uJ llll)llllllillllu� Ou lllill Illl�lll llllllll111111111111111111111llll�llll i�lltll�Nulla ullllul • 'Rw•wMYM.n_:•ww4.+..0.. -. ....._ -.wcs.-.1..!•w.rw.....•_ :r..«.rb r.a•.Ixl.:;.rxs,....a+.+w.•.uc•dYw+.,.«.-.-. -:z.GA..:. -._. +n wrl.� ✓.»t•nw r w... +.. -.no.. *'. ,.w....!rran..... •..*„ -+f�1,.Y,wn..-.,*sw_n..m.le•'r,.-. ....r• ;e!-.. -.1w�nwt-..... .., ,,:s.. .. �.,.... .�- .-1 .•-vr.aas+s-..�•.t ou,-rt..¢••LLr_.r .-..•...,.�..,. .. - . _, .. aAMMMt.arn Mge9Y�.!"w' .+MfM�• . - - n. ^'A `y y a ,w ;j i a ERC 31ON CON L NM& ' FILT� A. APPROVAL OF THIS EROSION, SEDIMENT AND POLLUTION CONTROL PLAN (ESPCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROADS OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, A FILTER FAD41C MATERIAL �STITCHED PS RESTRICTORS, CHANNELS, RETEN11ON FACILITIES, UTILITIES, ETC...) 2*x2" POSTS Z 316' WIDE ROLLS w B. THE IMPLEMENTATION OF THESE ESPCP PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPORADING OF THESE ESPCP FACILITIES IS THE RES"SHLITY OF THE APPLICANT/CONTRACTOR UNTIL ALL • CONSTRUCTION IS COMPLETED MTD APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. C - N C. THE BOUNDARIES OF THE GEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FILED --- -�- PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED GEARING LIMITS SKALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAMNED BY THE io ^ ' �a APPUCANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. D. THE ESPCP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CON,>l1NCTION WITH ALL. CLEARING, AND GRADING ACTIOTIES, AND IS SUCH A MANNER AS TO THAT SEDIMENT AND SEDIM LADEN OR x WATER DO NOT ENTER E P AINAGE SYSTEM, ROADWAYS,ISOLATE APPLICABLE WATERAANNDARDS. c� o ANGLE ENDS OF F1IL FLOW DIRECTION THE ESPCP FACILITIES 91,,00 ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE fit--- TIES %IALL BE WGRADED AS NO 21 TO ASSURE SOIL/�M�IENT IS TRAPPED ARROW (TV) UNEXPECTED STORM EVWOMM. DURING ENTS ANDR•0 ENSURE THATTRUCON PERIOD, THESEESEDMENT AND SEDIMENT LADEN WATER DOES NNOTD FOR 14 LEAVE THE SITE. F. THE ESPCP FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCIIrWING. -< ' j BRNIGS EAK UP G. THE ESPCP FACYJTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MM�gMUM OF ONCE A o �u BREATH P MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. OF SLOPE INN STABTLITED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND � AT CORNER. OR ?� POSTS MAINTAINED FOR THE DURATION OF THE: PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE ' g m PROPERTY UNE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. � w/ATTACHED FABRIC I. ALL PROJECTS NTH EXPO® GROUND SURFACES ANTICIPATED BETWEEN OCTOBER 1 AND APRIL 'A MUST MP VIEW APPLY SEEDING/MULCHING, OR OTHER TYPE OF COVER, IMMEDIATELY AFTER GROUND SURFACES ARE EXPOSED FROM GRADING/CLEARING OPERAITONS. J. CON7f TOR TO LOAD TRENCH EXCAVATION DIRECTLY INTO TRUCKS FOR OFF SIE DISPOSAL IN TRACT 'A' V' PLEASURE AREA. Kr CONTRACTOR M SVW STREET IN CONSTRUCTION AREA DALY WMIG CONSTRUCTION ACTIVITY. � L CONTRACTOR TO INSTALL A.Q PATCH ON TRENCH AFTER BACKFILL COMPACTION IS COMPLETE. �—MAY BE. US® 91ORT TERRA W/ UTMJTY WORK AND W/ PHASING OF DEVELOPMENT 1 lit W4M WtSN AREA (F 4100 V) 50, AoV. (20• RW f ? rAAAfI!r Aumm) - CATCH BASIN CRATE _ sx r Ap&lr (� ser r 11 �E DETA� I ` CATCH BASIN AREA DRAIN . .4 • '1. � �� r CATCH BASIN K; NTS .,� `,,`, ;' :• �y SUSPENSION CORDS/RODS 60 OVERFL.OW AIAXImlJM FILTER SACK *—Bali — FUL lovim ' 1 r S MONTH rr twmr -.r A A USE 20' M# A" MOny t a'.h t•'}�Kt. .� ,r�~'J/.'.}-•�:t!:, . fy FLOW INSERT SACK �- FRONT VIEW GRAVEL CON Ti ON ENTRANCE "bU COA57RW7W DWRAn crw FMRORA/nuC� ow e' nr+IC —Ar� srA4 40 s: �kwaw>v RAAIF ;:... `� PLAN � A 0?V" E Fi16>rTiC ?'a'�; :�'e; 2'Y127 £z 1" REBAR FOR PALED STREET CATCH BASIN �� . ; �• EAG REMOVAL 2'x2'x3/4' RUBBER BLOCKS FLOW CONSTRUCTION ENTRANCE WOODEN CURB RAMP �{ .t , STORM EXPANSION RESTRAINT ana� 6i1N2 S7DIE7!MILk ASEE'AL1EwonvF5 fvR WOODOD R4VP PIPE � • .+: iii - FILTER SACK a 191',RADIE /N .�•711011V J.J1 •.• ;•.:; (AAw. * TrRrac,1 6W.D7AtC rAB/fr1. i�:f:t :��<:. A..• `,ti a 'A .r. PAKn sTmr SECTION A-A 'r d ��. • y�} • NOTE: SIDE VIEW >/ �/ ';r.• ' 1'1� RECESSED CURB INLET MUST BE BLOCKED WHEN DITCH INLET USING FIVER FABRIC INLET SACKS. NTS �c�� SIZE OF FILTER FABRIC INLET SACK TO BE DETERMINED BY MANUFACTURER. TECHNICAL GUIDANCE HANDBOOK GRAVEL cCNSTT�ucT10rN ENTRANCE � DRAWING NOT TO SCALE B/OFILBAGS TER ' - FILTER FABRIC 1EMPORARY' DetoU Drawing 41A .,�. . .�.�.» p►M TECHNICAL GUIDANCE HANDBOOK INLET PROTECTION Detail Drawing 4.2H DRAWIlTY >nN�Otf = DA1R P li"� I VATSJHH 11 •-17--9 "7 E2284--4 BY i N f / ..�.. DETAILS E2284-4.1 JM ec --_..�.. N.T.S. es � ' �► mIu FOR: ELITE CARE FACILITY 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 12345 S. W. GRANT ST. , TIGARD _ '�,,f4 �� � PHONE: (503) 235--8795 D2 4410L.1011 '� FAX: 503 233-7889 WASHINGTON COUNTY, OREGON ro Of z I I I EXPIRES 12/31/2006 PLOT DATE: 1-9-06 ITEC CAD FILE: E228Wl.DWry _ - J: 1�roqlw*11411 n WR ... ': . M,.'PYA.ndF. S�M+�C•'nft+IWc.F•aN- .. �...y, ..._ � _ .. -.� .mac» -" -y. - 1 � • � - � -'•"�-• rrI -trirr 'rr rt Tim rrrrrrt � rrrTrrr a TC1 � 1 � 1 I � � � Z�--I1 -�-1 � i3 l � r � r I ill t1 111TI gI1t�Ij1r1 �rrP11nT��1�� "r B s��iCII14 • �» 7 • r'' No.36 Ole lit t 11111W11�U1 IU L llll 111 lll�llll I II W�11L1 llll�llll llli� 111111�11UJlul 911�1111J�llWlilll�ll ,• 6 . a all r. 1. •� BS..S•1 �' A • VC' {w. / ,»•.. , • �..,.••. rr',t!. 71�.i'.�:. iv1:.Ari.iWdF$•.a.m►su1.Ma+i':dc..tl41WM44W�1YMYlA ,r. .:.J... . .. • " .. •L.lu�'.tK•' WWW" .a,tr11..•►l1Y� '�'' � ' -rr.,..awwv....••r,.w..•!.....sawwr,......sn!w.wu.r-+✓..u:'w.ir:z,vrs++iro-..ce r,Ylrs9v.•m•n..l.rr:w.Ym.r.»ba[..-..s•?t,•,1.w-t..w....�M.Yr.s.m........r..r.'a..s .... .n�el.i7lVe'..IA.ulWtthF wdlwr'.,a.: ..»HC:iI..•!1•,,+vs,....e,wr;_. ...wwr,_ .�1;•!+r+iMl}�'Ir•.1w:.w*�..rr.:«+.:rt+.. N.Ar*ti,a,:..wlY�•�W,tr*.,..m,.•.aWiw.-,.b. et ehn. 1::., ... t»�r;.r'Ifr i,w+i.s ff••!..,.. .�.._.. .-..v..'..r^._._.... . �. __ :L•-. t.••n- . ...^�t.J' -,.... ..r.• .. .t, ,... .. ,. ... ( .wtt• 1 'i5,' _L 1 CATO BASIN STORMFILTER SUBMITTAL NOTES;- PLEASE INCLUDE ALL THREE SHEETS IN CONTRACT DOCUMENTS WHEN SPECIFYING CATCH BASIN A 1. ALL MANHOLE SECiIONS SHALL A OF CONFORM �4 H a N„ STORMFILTER(S). COMPLETE AND INCLUDE ONE DATA BLOCK FOR EACH STRUCTURE ON THE PLANS. \\ BLE PROVISIONS OF STD. MAJNHOLE oaNrD>� CONTACT THE ENGINEERING DEPARTMENT AT STORMWATER MANAGEMENT, INC. FOR DESIGN SUPPORT ORAMANG foo. 010 r1L 01'At1Y a.M Atb APruCA•ItAND FREE TECHNICSL REVIEW (800548-4667). 2. OUTLET OWE NOT TO EXCEED 19' rRp�oll9 rTAt�11ND r ORM"No. Olaj`TDIA. IN 8O' MANHOLE PRONDEPAG1lOt OETAit roll COZY NOMION UM TIMI INLET SPECIAL DETAIL FOR ALL �• CONNECTIONS EXCEEDING 18' DIA. Ft-ow SUMP VOLUME AVAILABLE MINIMUM MAXIMUM W M.H.- 6.5 CF 10.9 CF' i " AD CIPAR- 72' M.H. 2.4 CF 15.7 CF oowc CONCRETE CATCH BASIN STORMFILTER p� b�' M.H. 12.e CF 21.4 CF PROVIDE SPECIAL. DETAIL FOt. YOLUME SPECIFICATIONS REQUIREMENTS EXCEEDING 21.4 CF ., _8 LC3..K SUMP VSE REoUIREMENTs DATA ONE--CARTRIDGE CONCRETE " '�"'�""" 20 CF/1.0/1.0 CFS OF INFLOWOMNI (25 yor design for non-restricted flow) oisubls ww.rw.r w� CATCH BASIN STORMFILTER 8.5 CF MINIMUM REQUIRED IS MRAIN 01111110 .r WAT11111"MY CAP i IS ` I IiFAlOW1Wl PLA:11C OR UUCTtIE iRtTll FIPf •1• ANCE C fi 110 W# +was A pq r...�M.•�.M r..rw� `iMr '� wlr ON APPIWM CQUAL RETURN PERIOD OF PEAK FLOW .M1 rww.1 ?.."'`�i�itn"e •a.ET j f d11LET Irk 1 ISO" a Ki/1.� .u�i NI N 6 FL e.a r...r.• W lir s1•w b W dw ` iliealND aRAOL Irm A Y�R,rlve rR+0 r..,Wes.Irwr rA m=w r FOR CASTWO a 11111" PIPE I.E. 4 PIPE MATERIAL PiK E441 ER A.w oois�r�arrr.���.r ei. tr "AMNG Na 11aiAW" W�r..�w.f bi d7r7 IM M�7at MILET PIPE e.. i ad IN •.s 111 406-6A+.mom••w•►•o 1 - J•1■1— !ID , ..... 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VOLtME REOIaIN]IFlITi .• •' !.'�' • .• 1 'i OPTIONS (AVAIABLE AT EXTRA COSi): L�,,,� ', r'w'•i°°•o ra. a ybed.../sti.w Ir.sul . ►' ;a PR POI RAN i a ••} •' •' PIIS POt RAN w sr •..u r u lyra rle rwr�..erpi .II a'.a/;. a •i•+ .;.� •�..j.�J: r 1�11N1 00NOIIET[ M 1• Q HOLE FOR OUTLET STUB OTHER THAN 12' „AI,.%' m i '� M�..;.r-SECTION A—A ,I' s �•• ° `� r +r .r .YY u was allr W '�� Mrel•.r.�Ri YM• r �`'•�1����� QCLFAN-otr! IN WEIR OTHER THAN 4' Rr��..,•.,,,.At♦�rb s�a r[ice +rll r waw+wslr+.s••wrM•d+ []CORED HOLE FOR INET PIPE " •~ wls,.l elr. ...b...l..ar,.w I.....,I..r ss ei•w I�s+u.1+I.�. i�r..p e � r x Wr IMC a2ab`V r .W.WO hr: Nal+�firw.•�:'riM.1M�wYi1.-..a. .�wbir 11M�I►iirr.qr M �...�,. []OTHER: .. ,.+...• •rlw «r l0 i►A�I. willw•` ii�.I�`rAvm%mii 9Lot=61 w 0 • Outlet pipe IE Is 33 to 35 inchm (2.75 to 2.9 feet) below Vw Am. wlse a ,..aaa r .►.e.soft WATER QUALITY Deeper cullet hale• provided •t expo co c . 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