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16580 SW 85TH AVENUE-18 6 I 5 I 4 I 3 I 2 I 1 40 A 3 ! 1 DOSTING 8' REUSE I a « a • » tt " • + 1 « r • / i' I APP�OXII.IA DU" OF 2 ! EXISTING 1 L CONNECTION rOPOINT I • a • r s 46 / / I , 0 HDR Engineering, Inc.r I ! 1 • r a • e * • • METER S DETAIL. / I 402 e • • r s • • • • • • • CLEAN WATER SERVICER STEEL TRMS MUGS ELEiA70 GTI I� ' '�`` s d » " o • • ♦ o • • » d I ` 11/2 IRRIGATION DURHAN FACILITY WET WEATHER A /V/j / ! ' ; `� OUTFALL - I � i r II Project Manager EolpyE DAVIsoN I I BURY 24':kI Designed , I I 0..81 ( i ..� T. CLEMENS w Cc� _. .�� rrr�= �Jn CAR'TWRIGNT / -- I( �)FlC NOTES• Checked E DAMSON ��• _ I I I �_�_ I FURNISH AND INSTALL 11OUBLE STRAP SERVICE SADDLE I ! + FOR 1 1/20 TREADED TAP. iNSTAu. 1 1/2 Project Number CORPORATION STOP. J I „/ �•► /' 00039-474-1V2 ' / I 02810 1 2+� Q INSTALL 1 1/2- GM.'E VALVE CURB STOP Date n O TOTALIZING FLOW METER WITHC CURB BOX WITH AND SEPTEMBER 2001 }}�� EXTENSION SECTSECTION...... Wy PLEF 0!lTFALL F1 , +f 10, /- +04.37 \0/ INSTALL 1 1/2' PRESSURE RE" VALVE, GA — •�~ — - 02810-2 INDUSTRIES, INC. FIGURE 667-D, OR APPROVED EQUAL. -"" ENCLOSE VALVE IN 18DIA CONCRETE PIPE 18" LONG. PROVIDE ADJUSTABLE PLASTIC WATER METER COVER TUALATIN 02814-4 r, I•• — — — -— ——— — —— — — — —•�..— — FOR TOP. OK O RIVER �` a ° I 1 1/2' IRriiGATiON I I THE IRRIGATION SYSTEM SHOWN IS TO PRO'1�DE DRIP �!C � p►,V�`� SiF'11tiN OiI>LET t--- RF IRRIGATION TO THE LANDSCAPING AREAS SHOWN ON 2E - 1' IRRIGATION '+•r„/ �I SHEET AM. FINAL LAYUUT SHALL BE FIELD DETERMINED . � o TO SUIT ACTUAL PLANT LOCATIONS. attuas it,�yt/Ot _ - 02810-4 ... ... - 5 CONTINUE 1 1/2 IRRIGATION TO ATHLETIC FIELD �----�{ _ ���•' A I LANDSCAPiN3, SEE SHEET 403. THIS UNE IS ONE INCH WHEN i� DRAWING IS FULL SIZE IF NOT / �� -��„ -:.,.� .�' j if 101 IGATION f w r� AIR/VACUM RELIEF INCH, SCALE ACCORDINGLY.x ! / 2' / l _ _ J j AV REMOTE CONTROL VALVE: g 4 � � I AV / O+OC) 1�• 02810-2 T 4 J� 02e10-1OD -- AV ce ix a El AV ni ...........................-- ..,�--.�.�. .- ......... ..�--.- -1w�....�. ....• ��._ -� -�•`"^� ___- � /' ''f ? 1.11. t \ti� +• permit t q� -' - _"_~--- - `_`-`----� , — --- t .... I HT- TUALATIN RIVER 02e10-1 �'__' •`-.."�___�-�- `.w �-_� ' ',�;��.^ OVERLOOK FANNO CREEK '- -�`- �. ,/�''r"" f ...--r�'� - IRRIGATION PUVA _.�..._--� g IRRIGATION PLAN 85th Ave. 16580 t" = 10' BUP200'-00098 Sheet Number -� 55 of 61 401 NOT ICE: IF THE PRINT OR TYPE ON ANY �- 1I I � 1 2 4 6 S 0 - 10 111.2 IMAGE IS NOT AS CLEAR AS THIS NOTICE, � _ ._ _.� _ _ J IT IS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT t 81 L ILII ILII ILII ILII .1111 LIII _Illi illi 1111 Illi 1111 lid 111 11 11111111 llll. 1i111111 fill ILII Illi iIII ILII ILII II!! ILII ILII Lill ILII Ills ILII ILII ILII ILII ILII ILLI iIII � ILLI .L�l ull l.J<l .u.l 1 � 1 L�.�.�lllif��l 5 , 4 -- I ( 2 ( ' • • • v • • � a a r ,: i A a • • • • • A • ii A • • a D ; ; ' . * *` + • i ' HDR Engineering, Inc. i i • • aAa • • • m • FINISH CRADE FINISH GRADE / E1' ROUND 8' ROUND - ---------�, \ VALVE Box VALVE Box /i����%j\�/ \� \\\�►� �v� • CLEAN WATER sEr�ncsEs ''moi \ �- \�' s e i BALI (SYS) \� / CEOFLOW APVBK•--1 - '\i:�\\:/ 3 C'�, • • AIR^''ACUUM RELIEF \ i 1 �► • DUR HAM FLEX TUBING _ ,,._ `di� i �` �\. FACILITY SCH. Ei0 -- WET WEATHER (LENGTH AS REQUIRED) \/\ puH ORH \ ar" SUPPORTS �: .r ,. F \\ OUTFALL �} `•'`5► (THREE)SUPPORTS '.'.�. , }• ;�:.3 (THREE) �� PEA GRAVEL SUMP )� PEA GRAVEL :>UAtP REDUCER BUSHINGr _ � b'' r0 q .�j, Project Monager PV(: PIPP40 AND FITTING PVC yp E DAVISON PWC PIPING AND FIMNG ,(f ��, (l , Designed E DAVISON C �Z' Drown J. CARTWRIGHT GEOF00W 1 " AIR/VACUUM RELIEF SECTION G OFLO CEN,rER FEED MANIFOLD Checked ,N,s ozE,o—, GEOFLOW 1 AIR/VACUUM RELIEF SECTION ,.---� 028,0-3 NTSv�oiu-t NTS A. LANDRUM Project Number 00039•-474-102 Dote SEPTEMBER 2001 o�cooN x THIS UNE IS ONE INCH WHEN DRAWING IS FULL SIZE. IF NOT ONE INCH, SCALE ACCORDINGLY. B e $ � FINISH GRADJRIEMOTE aD VALVE �X PRESS<1RFINISH GRADE LVE REGULATOR SCH W LIMON VALVE BOX FLANGE FLANGE 7.11 COUPLING ADAPTER PVC LATERAL b `� FLQW K, �, UNE MAINLINE PVC LATERAL. PIC c FILTER UNE MAINLINE �a - R1,KnVP--L 1-1/2* FLOW METER MODEL. a a o W-120 DRS MEASURING of is GALLONS OR EQUAL i^ BRICK Cr cY SUPPORTS • ` ••;i� o 0 0 BRICK—� 1 AT EACH c�+• CORNER SUPPOR FS 1 AT EACH 1 CU. FT. PEA— CORNER _ •'' ; " ' - - }' GRAVE-1 SUMP 1 CU. FT. PEA GRAVEL SUMP y ,. _ f+ z < NTS REMOTE CONTROL VALVE 02810-4 FLOW METER DE-FAIL ' �� d rt O f t h i S permit � � IRRIGATION SYSTEM INTS 02810-4 DETAILS i 85th Ave. 16580 . a BUP2002-00098 ;+hest Number db 56 of 61 402 - __ . r•,,,�x _ ,_ ,, �..,„ ,. _.._.,�. =moi w•,. P40TICE: IF THE PRINT OR TYPE ON ANY III I _I -I _I (_Il_l I_I-II IIi 1 IIT-IT[T Ill IIII 1 ! I I111 IIIII--II II-- -- _-- __ 11111111 - r IMAGE IS NOT AS CLEAR AS THIS NOTICE � 1_ GUS 12 , C- IT IS DUE TO THE QUALITY OF THE Illi�l_i_i� �1_i_ill Illi �I_i ,Yi_lll_ lllllLII_1111ILIIIlil �1�111�1�111Z1_llllllZ_IlllLlll ZILILIIITI Z -- T TIIIIILEIIIIiI��I�lS l�Z�lTlliiI., Ll�lT I 6 8 L 9 4 �vo.ss ORIGINAL DOCUMENT � E 1 �•wZ T �1ai;vwl ' _ ILIIIIIOIILi II '1111111'Ill III L9II :11111Il'ilIIIIIII,iI L ll l 111 fill ILII 111 l.11l 11 11. .1111�1�11� Y • N la i � � , • ;� xN • DUR,-;AM FIELD PLANT LEGEND � ! "r]R 4 e 0 0 1 BOTANICAL COMMON SIZE (QTY TOTAL INCHES �~� a • •' w •• HDR Engineering, Inc. 1 \ • d a � • • w ,a / ` awew • • QUERCUS GARRYAN,! OREGON WHITE OAK 3" CAL 5 15 $ ���'�`� e .eir.+� • r • CLEAN MA70 SONIC E5 FRAXINUS uTIFOLLIOREGON ASH . L • . , , • '"�` �"`` • .,, a <;.,r • • • • THUJA PUCATA wEsTm RED cEDAR 6-8 HT. 5 20 - • w ' • DURHAM FACILITY 840 PLEFWET FATHER OUTFALL DCPC9 0281 2- , Project Manager j E DAVISON Dselgned i T. CLEMENS Drown I SHELTER J. CARTWRIGH $ � Checked * O DCPO: E DAMSON -+ Project Number SPECIFIC �Q]�; ' $ �` 00039-474-102 O REMOVE IXIS11NG GROUND COVER AND �- f Date PREPARE FOR SEEDING. .. DCP08 SEPTEMBER 2001 O APPROXIMATE PLANTING AREA LIMITS FOR �- REPLACEMENT TREES. (CITY OF DURHAM 1 � `` fags+o 1 Jar TREE ORDINANCE) f 1 \ w THE IRRIGAMON SYSTEM SHOWN !S TO PROVIDE DRIP IRRIGATION TO THE LIMITS OF LANDSCAPING AREAS SHOWN ON SHEET r * CONSTRUCTION 400. FINAL LAYOUT SHAM BE FIELD ^ d , DETERMINED 90 SUR ACTUAL PLANT ' 02810-4 , �� r DAl1 LOCATIONS. "T1Nt3 170L TO $ $ 02810-2 Y $ r r ` ARKN� LOT _� l GENERAL. NarMo — DURHAM CITYI----� PARK 10' THIS UNE IS ONE INCH WHEN x TOf'O SHOWN 15 FROM FEMA I' DCP05 IF A� DRAWING IS FULL SIZE. NOT PROVIDED ONLY TO INDICAFLOODING MAPPING AND ATE I $ ,.. ONE INCH, SCALE ,1CCORDINGLY. GENATURE O THE ATTHLETICAL � EFl :_TIVED TERRAIN.F f I� ♦ j 3 / SO C P MAN 1 $ -..•�'' .. $ cc PARK OEMENTMITS OF CONSTRUCTION POINTSI DCP04 �.= DCP01 N: 638390.61 E: 7620561.99 I $ 2 $ (' DC('02 N: 638389.16 E 7620605.98 1 ?O• DCP0:3 N: 638395.3 F 7620680.07 1 ♦� DCP04 N: 838470.68 E. 762082103 $ o DCP05 N: 638571.89 E. 7620863.53 CL I DCP06 N: 638688.65 E: 7820831.12 I e OCP07 N: 638738.85 E: 7620743.89 FOR TOPOGRAPP41C II � � a � c INFORMATION FOR I 4i - -- DCP08 N: 638763.73 L. 7620598.91 84' PLEF SEE 100 DCP01 I 11 $ ! rn SERIES DRAWINGS - ► 1 $ . �/� Z a o DCP09 N: 638789.58 G': 7620806.27 • 1 ri t� lop 0 co OUUFALL e& r We nc c n 1 z 1- 1 1 "' RESTORATION '�� 1 I� 1 1/2' IRRIGATION �,,'`ff �" ./I'L' I ! (SEE SHEET 401) '��/ ,,..- ----..., .'"'' -- O t part 0 f tpermitOF ATHLt'.T1C 1 j i '--- _..__ _ _----�-___- --r'' ,,-•''"� ��;� j' FIELD AND LANDSCAPING €a P LAN a 85th Ave. 16580 b 1� " 40BUf 2002-00098 Sheet Number 57 of 61 403 . -...,._.....ren,»... p,; __ a::.;+r^w ._.,:rsr. w,,,_,-,:,. ,.., v:;c�eg.: ,..•' nrra'.�::,`"'�p�4r`7tr'c3�'wa°+Lt::_ r ._. - ,,..x., ...,.,.w.x ,;,i ,.,,...•-.-. .-,,. .... .,_, -._ . NOTICE: IF THE PRINT OR TYPE ON ANY Trr � � r � � � � � � � � � � � � � II � � i ! I � � � � � � ( � r�� r � � . � � ! � � � � lr � IJill rC1T� rli _i � i .� l �. .[ [ 1111 1- 11r -1 1 Ij r r > > r - T .r . TI � � _r_ ..r_ T ii1 ( Ii 1 iii1 I � � f � I I I11-11I � l l l �1 � T 1 1 1 C �f �1 I l I I III - �., IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 _ 2 _3 4 _ _ 5F 6 � 8 � l_0 11 12 T- aAA -� •z- ns IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT � E 6Z f37 LZ 9Z 5Z �' Z EZ Z TZ OZ bT gi LT 91 5T � T E � ZT iT T 6 8 I L ( 9 4 �► ►Ili 111111111111 Ilii III► IIII IIII 111111111111 _111 l.11 �>� 111 l«I II11. !Ili_ IIII IIII IIII IIII Illi IIII IIII illi ill IIII II�� illi �I�l IIII I��� �II� iiia �il� 1lil «<< u.>,l� u�� .��� ���< <��� �ai�.� �� �. 1 I i .,1 , r 4(� f .I 6 I 5 ( 4 I ._� - 3 i 2 1 I FANNO CREEK OVERLOOK TRAIL ALIGNMENT DATA • t a � � M � A b CURVE FCO 2 CURVE FCO 3 CURVE FCO 4 HD FCO HD 5 N11R HD 7+37.14 • • PI t Ax • . . 2+73.03 P1 4+59.00 PI 5+44.97 N:839504.98 E: 7821604.89 : : + • � � s • M:639410.58 E. 7621151.22 N. 639430.77 E: 7621336.55 N: 639494.76 E: 7821512.07 DELTA L 6' 49 12 . • . t a , a w HDR Engineering. Inc. DELTA 14737' 27' DELTA 14 37' 27' DELTA 14 37' 27' t » • + • a t RADIUS 650 RADIUS 850 RADIUS 650 ° t LENGTH 155.91 LENGTH 165.91 LENGTH 165.91 TANGENT 63.72 TANGENT 83.72 TANGENT 83.72 • • a s •PC 1+89.31 3+73.76 • e CLQ WATER SERVICES PC 51.25 • a t a t t • N:839381.90 E: 7821072.56 PT 3+55.13 N: 639421.69 E: 7521253.72 N:639466.21 E: 7821433.77 • t ,, t •t • t . a : • PT ± • t t W !1 5+41.10 PT 7+27.07 N:639419.52 E. 7521233.69 N: 639459.31 E: 7621414.84 N:639503.83 E: 76215S4.89 DURHAM FACILITY _ WET WEATHER OUTFALL GENERAL NOTES: V / j '� DENSE WOODS- r TOPO SHOWN IS FROM FEMA GENERAL RELATIVE NATUREer FLOODING MAPPING AND IS PROVIDED ONLY TO INDICATE ' Project M0no4'�- OF �,-' THE TERRAIN FOR THE TRAILS. '' E DAVISON NOTES* r i Designed J. ^.,:,RTWRIGHT r G O CLEAR AND GRUB 5' NORTH AND SOUTH FIsDrown- "NMENT J. CAFtTVYFtIGHT FROM CENTER Ue NE OF 66' SAN SEWER. ry TO BE DETERMINED ee AND FROM 90' NE OF MANHOLE A ANDCITY OF DURHAM Chocked HAM �- TO MANHOLE 8. AFF IN THE FIELD. J E. DAVISON Project Number 3+000 + 00 � 86" SAN- Date 00039-474--102 ` ~ 5+00 SEPTEMBER 2001 z ���_ PERMANENT CWS / EASEMENT 4' FANNO GR .RN TRAIL(AGGREGATE BASE ONLY)AND GRUB 6SE PATH 0 Em x 00 0000, _ ------I % W-01 THIS LINE IS ONE INCH WHEN + DRAYYING IS FULL SIZE. IF NIT / < Z N: 639540.4"�--� ONE INCH, SCALE ACCORDINGLY. ;'0!j "t�' m ci N: 639601.98 E: 7621757.43 E: 7621231.70 MANHOLE B • r r FOR TOPOGRAPHIC �/ r� -1 6+OO ^xp^ $ �° •- - INFORMATION FO �g.3 72 84 PLEF SEE r' SERIES D WYH ,• �' '� -� FG +00 ' ✓ ' 7 / 1 `•, _�.,, _ 118 -- 6}0� .1�"' �.."" •..._...��-- /// � 1 � `ter.. �..- „�• �r r""�'.'�-�.�- CL TOL FCO) r,� ��' _,,�, �• o . . ��/� ,r;�✓' ,r,"'� 3 ... EXfST1NG 66" SAN .., �, o a D M f F cer,� UJ 1AJ. r� g - =�- f gar this perM - o - this ..._.._�_-. , DURHAM CITY PARK -- �!� MANHOLE A ��/r PLAN ..`-, r / -~';' FANNO CR / .» 1 - 40 / ~``. r EEK OAND REIURNOVER OTRAIL �'" ���,�.-•' 1 ; �-'" IMPROVEMENTS 85th Ave. 46580 BUP2002 00004 58 of 61 orf Sheet Number 404 NOTICE: IF THE PRINT OR TYPE ON ANY ___I_ _ --i- ----- -- -- _ ` __ - _ 1 _II1If 111I11y - f I I ITT11 IMAGE IS NOT AS CI-EAR AS THIS NOTICE, 5 9 10 IT IS DUE TO THE QUALITY OF THE No.38 � .��-;M ORIGINAL DOCUMENT E 6 z 8 Z G Z e Z Z z Z , E Z TZ OZ 6T t3i Gi 9T � I � T Ei ZT iI T g G 8 Q Z TOwns ILII ILII 1111 II ILII illi Lill IIII Illi ,III 111111111 Ll1l 1111 lC« 1�LL IIIA Llli ILII. illi ILII I I IIII IIII�I Illlilllll Illi IIII IIII IIII illi IIII IIII IIII illi illi IIII illi .illi illi l llL.l Ll_llll.lil ll_II 1111. 1111 1111 1.� IlIIP11I r 6 I 5 I 4 I 3 I 2 I 1 I 1 lr � , � • • w p 4 ! • • "YIR to a v 4 0 0 0 4 ! • • • • • -•---- • r ! ; • HDR Engineering, Inc. I � ! I e •! • •• • • • e ' ! CLEAN WATER SERVICES fes/ N ! G • ! ! • so / �`�--------` --------•-- w . • ! • = DURHAM t FACILITY WET WEATHER - I I OUTFALL I DURHAM CITY PARK I � Project irMnoger ` E. DAVISON !! Designed E. DAMSON PERMANENT / \ A 30' CORRIDOR 15' En7HER SIDE OF EXISTING DIRT Drown EASEMENT / \ FOOT TRAIL WILL BE SELECTIVELY CLEARED WITH HAND J. CARTWRIGHT TOOLS. THE PLAINTS TO BE REMOVED ARE NON—NATIVE SPECIES SUCH AS BLACKWERY REED CANARY GRASS Checked SHAM OF 90SAND OFFCMMWR A. LANDRUM � —' ----- �''�+� STTE Project Number 00039-474-102 Data �`" "' ter• ...�^''' SEPTE)ABER 2001 GIN • ' +.� FANNO CREEK ♦�sem+� 1 .� . 7WOO WOO 7;il a +- lsome � O ~ .. 0000 ray od .-� I J ` ♦ ♦ �' �,�'' - ` .� ~� ' ---. . � THIS IJNE IS ONE INCH WHEN v FORT OGRAPHIC i a '*._ ~``�� DRAWING IS FULL SIZE IF NOT 7= IN ORM TION FOR '� ♦ - - TOP OF BANK ONE INCH, SCALF_ ACCORDINGLY. 84" SEE 100 t ♦ �/'� "'- ,., 1� AT F�WNO CR S IES DRAWINGS 1 ♦ ` s „"' . ,,�..+ '� } o '� o y _ _ wow N. I ° .......... as o_ asq �,f I •� •.._ ..._. O o W W � WfOrence o -� c.p rt o t t h i S p e r m i t Z < REMOVAL OF a I' ` .,•'�.., NON—NATIVE ,•\ -- � — PLANT SPECIES sQ PLAN 85th Ave. 16580 s 1 20' BUP2002-00098 Sheet Number 59 of 61 405 ,;x,... ..w,.„.......«.,n•uswnmeiaxw�s,;ankawarv,,,,• y�” _ ��iH .1wrM� .... NOTICE: IF THE PRINT OR TYPE ON ANY [IJIII 1-X11111 1111111 1111111 1111111 111111x1"(� IIIIr-Flip T I ( Ill ( 1 1 ( I � I � I I ( III ( I i ( IIIII I ( ill ( i l ( I � i � l 1 ( 11111 III ( 1 � 1 r� rfl ( f I ( Ill � l , r� rr-►� I I � I � rT� � III ( � � � il ( I ( � I ( I { I ( I I � I ( I ( I � IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 3 14 ,� 7 I I 9 I 1Qt 11 I 12 IT IS DUE TO THE QUALITY OF THE No 36 � � ... ,, .. ORIGINAL DOCUMENT ou , ZIll11ll11I Z T v O Z 6 $ I L T 9 I E T Z T i LIIILI T6 8 L 8i y E Z T ��ai3w I I 1 1 I ILILlilllllllllllll. lLIIIIII �I(IILLI �IIII«l _ ill l�IllllLl��lllltll (II111111111111111111111111II11111(1111111111111111111111111L1 ( 11111 1111 11 ll.11l l l l l l l ll l 111 � lla l ► C �I l � h�'; I 5 ( 4 I 3 I 2 1 1 1 •VO dd Y N� � e • � '� D HDR Engineering, Inc. RR R/W a � a � " ®` w e• , CWS F. ENT PORTLAND AND IMSTERNCLEAN WATER SERVICES G RAILRC AD " a» • • a * a e 25.-D" goo °� i s r► r e a I e a s e • e s s a ♦ DURHAM FACILITY CAL OVER IlilC+I VOLT WET WEATHER 1 ��ED N OUTFALL ER SIDE RAILR0r:0 RbW. LOCA ARE %, ON PLAN. Project Monagar E. DAVISON Designed 9 1191 E. DAVISON CLEAR AN GRUBB FR M EDGE OF Drown -- NEW 0 ALL ACCESS TRAIL TO R.R. ROW; SPECIAL sE SHALL B M. UNKOUS TAKEN T0,REMOVE BI�iCKBERRY Checked ------ VINES/ROOT SYSTEM A. LANDRUM SEED AREA WITH PRO-TIME #700 EROS03N CONTROL SEED 1 MIX. BROADCAST APrLJCATIC)N RATE 100LBS/ACRE Pro jsct Number 00039-474-102 Date EXISTING UNIMPROVM ACCESS DR _ - y SEPTEMBER 2001 MDTH/LOCATION VARIES FROM END, OF PAVED TRAIL TO R.R. CROSSING (1,405'*) i0# GIN NEW OUTFALL ACCESS TRAIL 1,,W06,n 0 40" moos ir/�Je� THIS UNE IS ONE INCH WHEN DI VARIES —^ I DRAWING IS FULL SIZE. IF NOT x 37-4' 6,:� ONE INCH, SCALE ACCORDINGLY. EXISTING PAVED TRAIL (610'± N+ S oIT EXI NG GRAVEL SHOULDER RES EXISTING SWALE AS EQUIRED TO OBTAIN SIDE SLOPE NOT f,0 EXCEED 1.1. PROVIDE EROSION- "` ---- - CONTROL BLANKET WITH STAIR�COIR MATRIX __ — _-__ _ __ __ _-__• I°1 iD o 0 DD I B o ons TYP .,yt ��,0� �.�_SECTION BETWEEN NEW� N! ot part of this permit' OUTFALL ACCESS TRAIL & R.R. ROW. REMOVAL OF NON--NATIVE STA: 1 +50± TO STA: 21 +50± A PLANT SPECIES NO SCALE ,Oo 85th Ave. 16580 BUP2002-00008 heft Number 60 of 61 406 NOTICE: IF THE PRINT C)Ft TYPO ON ANY I I I I I 11 I 1 1 1 r1j]"TTITl f 1 I I I I I 1 l ( I- � �r r I IIS I i IIII ; � ii i iL � Iii r r r I r i I �{1 1111 1 1 I � I f i t l l l l f i l l I I I l f l l f 1 ' 1 -1 r i I ....r •��� ��f ijr�l- r1�� -rll- �1TII1I III III I IIIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 � 4 J Q I 7 8 g � 10 11 1.Z 1 IT IS DUE TO THE QUALITYOF THE _ _ _ — ^ - No.36 ORIGINAL DOCUMENT E Ei Z 8 7, L Z 8 Z Z fi Illi IIII IIII ���� IIII IIII _IIII IIII IIII (.Ill Illi lL 11 llll.11lll-IIII liel I 11.11. IIII Ilii IIII IIII ���� 1111 IIII I �y 6 IIII 111 11111 ll .1111 IIII Illi 811 1 L T �Iui�w l 111 Ill 1-l�11.11 llllrl�i{ , 6 I 5 I 4 I 3 I 2 I » » a r Y» ♦are. » » » N tYY JHUR Gngi+iletirir.g, In,;. d . » ROM Naz O INSTALL 31 S SST PULL BOXES ON 1 5/8' SST + I UNISTRUT. 1' PNC-RGS INTO SAMPLER i CLEAN WATER 5ERVIM Y »Y YYw ENCLOSURE. BOXES ARE HOFFidMI A-1210SCHNFSSG OR EQUAL 1 + e » s e e Y — s Y I Y11 Y Yar Y at ©INSTALL 318LSST PULL BOXES ON 1 5/8' SST I • � � 1Gu I� Y UNISTRUT. Q P.Mk: + NOTES, FACILrr( r-� 1�301� ' - --7 WET WEAI'HER I. AREA IS WET AND OUTDOORS. I � I I OUTFALL UL J C II I I 1 Project Manager +1 E. DAMSON I I ( I U Designed C I i i I j K. GARDNEFc i Drawn I 1 CAR'TWRIGHT I I I 11 Checked I I ! f () A. LANDRUM Project Ncmber ! I 13/4* �-�. 00039-474-102 t I 2 12 THM. Date 1012 GND SrPTEMBER 2001 1' PVC-RGS. CABLING �I I PROVIDED BY I 1 1 ♦♦ ++ INSTRUMENT MANUFACTURER 1 L G* \r\ a B - /� THIS LINFIS ONE INCH WMEN �- 15FlT99301 I DRAWINr IS FULL SIZE W NOT 500 W BASEBOARD GFCI r -_-M------ - 4 I-� I I I ( ONE IN�N, SCALE ACCORDINGLY. HEATER- o EI a 1 3 15PP99301 I o 20 �'►, 1 15FfT99301 I ! RECEPTACLE =Q 4GFCI J, GFCI 1 OUTLET STRUCTURE ~ PP-9009 j 0. 2 SAMPLING 3 1 ( r CLOSURE o SAMPLER A 18X18 + �a 1 SINK i - - - - - --- - - - i a �^ 2' PVC-RGS, -- m 1-PR. TSP- 1 2' PW(:-RGS. Reference R 318. 1110 G THWN o � Not pert of thisperrlO, ,_ _ , ! --OUTLET STRUCTURE NO. 2 SAMPLING ENCLOSURE PLAN OUTLET STRUCTURE NO. 2 ELECTRICAL PLAN z A SURGE BASIN N0, 1 OUTLET STRUCTURE I<' NO. 2 ELECTRICAL PLAN AND SAMPLING �a ENCLOSURE PLAN g�c 85th Ave. 16680 Number BUP2002-00098 Sheet 49 of Ell 302 T I I i l l l l l l l l l l ! i f l l l I T r 1r 1ITI-T-1-71 f I II 1 TJ 1 T 1I II 1 I I I I I I I I I I i I I i r 1 1 I f I f I I T T 11 1 1 I I I I 1 7 I ICE: IF THE PRINT OR TYPE ON ANY C� I III III III I I I I I - 1 i _� ..� III. .� . . � I I I I I I11111 I I � . . I - -�- I I . I .. � �_ T � I I I T � � I I I III 1 1 1 . II ( 1 p ---�-, IMAGE IS NOT AS CLEAR AS THIS NOTICE, Z 2 I I I 1 -- —_ -- — — — _ _ _3 4 — 5 — --_ —_ � — 8 9 -_ 1Q 1.1 12 IT IS DUE TO THE QUALITY OF THE - -- _ - No.36 -- � �,w;��• J ORIGINAL DOCUMENT � 6Z i�Z LZ 8Z 5Z fiZ EZ Z IIII IIIII IIIc lllll{III IIIII IIII IIIIIIII IIII Illlllll1111 .L�IL�11111111111111i,S1.1I F7,0,ii 10 113 ILII6i �1T LT 4 I � E Z T111 l�liarl���w I I _ 5 _., ,+�• ' Lh6w, ti I 5 I 4 I „ a • • ac. A v • A • +� • A • b i e1 • * i • • • e w • • • • • • • • f ! • PANEL: 15PP99301 • • • • • ` • o 1r � SOURCE: PP-9009 CKT 20,22 "" e • • • • s a VOLTAGE: 240/120 BUS RAT#NG (A):60 p A ENCLOSURE: NEMA 1 • • a • ♦ • a HDR Engineering, Inc. PHASE:- 1 MAIN OC DEVICE (A/PHASE): 20/2 WIRE 3 • • a • • • • f TIFIG:SURFACE • ,� • • o • NEUTRAL INTERRUPTING MGUNG RATING (KA): 10 LOCATION: EAST SAMPLING ENCLOSURE AT SURGE 2D0lL NEEUTRAL. NO SERb,CE ENTRANCE LAPEL NO BASIN NO. 1 CKT CIRCUIT DESCRIPTION CONNECTED LOAD (VA) OCP CCP CONNECTE'.1 LOM Sum= = NO. P (VA) CIRCUIT DESCRIPTION • y • * • a LTS REC MECH MISC AMPS P H AMPS P LTS REC MECH MISC v • + i ' • ° ` f * CLEAN 1 LIGHT – • • • • • • " • 200 15 l A 15 1 100 15FrM9301 2 • M • • a • • s s • • • 3 RECEPTS 360 15 1 B 15 1 SAMPLER RECEPTACLE 4 a x • • s e u • 1° 500 DURHAM s SPARE /s 1 A 15 1 SPARE 7 500 HEATER FACILITY`— e 15 1 B 15 1 SPARE 8 9 SPARE SPARE WET WEATHER 1 A 15 1 10 11 SPARE — _-- r 15 1 8 ,5 1 SPARE 12 OUTFALL LOAD SUMMARY LTS REC MECH MISC SPARE TOTAL Pl�LASE BALANCE CONNECTED LOAD (KVA) 0.2 0.4 0.5 0.6 --- 1.7ff240��!JNE–M­LINE VOLTS PHASE 'A' (KVA) Prujsct Monger DEMAND FACTOR 1.25 NEC 1.00 1.00 20X --- CONNECTED AMPS PHASE 'B' (RVA) 1 e tbIVISON LOAD (KVA) 0.3 0.4 0.0 0.6 O.3 2.0DESIGN AMPS Designed C K. GARDNI R Dn,wn .0 FALL STRUCTURE NO. 2 PANEL SCHEDU F J. cARTWRIGafr Checked --- NT$ A. LANDRUM Project Number 00039-474-102 Dats S,FPTEMBM 7001 Tty L x THIS LINE IS ONE INCH WHEN DRAWING IS FULL SIZE. !F NOT x LTR MANUFACTURER DESCRIPTION — ONE INCH, SCALE AcC!)RDINGLY. LAMP VOLTAGE/BALLAST A GOTH FLUORESCENT, 1'x4' ENCLOSED AND GASKETED. INDUSTRIAL INDOOR. CORROSION–RESISTANT PENDANT 2–F32T8 � �� 04 LITHONIA OR WALL MOUNT. IMPACT–RESISTANT. ACRYLIC DIFFUSER WRH LOW BRIGHTNESS PRISMATIC �IFTUSER. 2– ELECTRONIC VOLT HOLOPHANE TWO 4–FOOT FLUORESCENT LAMPS, ABS PLASTIC HOUSING WITH GASKETING BETWEEN HOUSING AND FtUORESCEINT 62 INPUT WATTS 1, ALL PENDANT MOUNTED LIGHTING FIXTURES N OR EQUAL DIFIZISER. ANY tMER10R METALLIC PARTS SHALL BE STAINLESS STEEL EQUIP WI H TWO GASKETED HUBS. E1 ECTRONICTO BE CONNECTED BY CORD AND CAP. �V � B GUTH HIGH PRESSUrtE SODIUM. INDUSTRIAL h7NCLOSED, WALL °AOUNT. PRISMATIC GLASS REFRACTOR FOR BALLET 2. ALL HID FIXTURES SHALL HAVE LTTHONIA SYMMETRICAL DISTRIBUTION. CAST COPPER–FREE ALUMIN�JM HOUSING COATED WITH ELECTROSTATICALLY 1-70 WATT 120 VCi.T INDIVIDUAL FUSE HOLOPHANE DEPOSITU AND THERMALLY SET POWDERED POLYESTER PAINT. UL 1572 LISTED. HIGH PRESSURE SODIUM HIGH POWER FACTOR OR EQUAL CLEAR ENVF'LOPE PREMIUM BALLAST C HOLOPHANE HIGH PRESSURE SODIUM, EXTERIOR 8' POLE–MOUNTED AREA LIGHT. CLEAR PRISMATIC GLASS REFRACTOR WITHWATT 1-100 EMCO SHARP CUT–OFR SYMMETRICAL DISTRIBUTION OF LIGHT. HOUSING SHALL BE CAST COPPER–FREE 120 VOLTHIGH PRESSURE SODIUM HIGH POWER FACTOR LITHONIA EXTRUDED ALUMINUM. HOUSING SHALL BE COMPLETELY ENCLOSED AND GASKETED. MOUNTING ARM SHALL BE CLEAR ENVELOPE PREMIUM BALLAST OR ""UAL CAST OR EXTRUDED ALUMINUM. FINISH SHALL CONSIST OF AN IRON PHOSPHATE PRETREATMENT PROCESS WITH BAKED POLYESTER POWDER PAINT. PROVIDE GLASS REFRACTOR. ALL L-XPOSED HARDWARE SHALL BE STAINLESS STEEL STRAIGHT 4–INCH OD ALUMINUM POLE WITH DARK BRONZE TEMPLATE. STRAIGHT 4–INCH OD ALUMINUM POLE WITH DARK BRONZE TEMPLATE, FORM AND REINFORCING. INSTALL ANCHOR BOLTS IN CONCRETE STRUCTURE PRIOR TO POUR, SEE DETAILS 16530-01 OR DETAIL 1653",-03 FOR LIGHT POLE MOUNT. z m ' 0 I J W W .QUTE&L STRICTURE N LIGHT-ING SCHEEMULIGHTINGr En NTS renn� ; z � � on1 q. fl I Not part of this permit OUTFALL STRUCTURE N0. 2 PANEL SCHEDULE AND LIGHTING �a SCHEDULE a 85th Ave. 16580 -� BUP2002-00098 Sheet Number 50 of 61 303 .._G:.-.;•w "_ a .. _1 i i1.. ':a ......,. .. Y •..-..... -. �-r `tl,. .w NOTICE: IF THIEPRINTORTYPEONANY j �� ilr � lii � l � il � l � l � ilililr rl � � ili ll � i rrr r�r t r l Ili ' l ' il � � l � � I � � � � i � � r— t i � � � � l � r�7 _► jr. � II ' 1. l f f + t i r1 � 1i i i Jill I IMA � f I � T � I I � � fjqq.�1 � 1 C T C l 1 1 1 1 1 1GE S NOT AS CLEAT, AS THIS NOTICE 1 2 r I 4 ( ' IT IS DUE TO THE QUALII� OF THE: - -� —�—� -��- -- -- 11t 12 1 No.36 ORIGINAL DOCUMENT 6 Z z L z 9 Z s z t zip z — 0 Z 6 x 8�[ L T 9 T 9 i T E I ti T i [ T - T�O� 6 g L 9 9 IF 11111111 Jill 1111 ILII IIIc Ii11 1111 1111 ILII �1Jtll_IfIl11I 111 _�ll� llll ILII. IILi 11It 11II I11I ILII II(I ILII ILII IIIc ILII ILII .�iII I(II IIIf TILL ILII ILII I!II illi Illi Liiill ��'�IIII I_l� ILII ILII Illi 111 111 U �IIICI,EII s • N A A A A i A A A• • FOE M • • 4 dP WEATHER PROOF GROMMET • f • A a s• A • •• •• • 17 aq HDR Engineering, Inc. FIELD PLC PANEL A A 0 TO TRANSMRER LB ALUMINUM i BEAM (104) GRATING 1 SUPPORT I s CLEAN NATER SERVIM 6' DIA PVC FLANGE • s • 1/5THICK WITH L — • • • s • a z I GASKET 120 N + - — TJB N YR + 4-2 _ • M • +• • b a V VAC Fir 4-26 `e 1 " G ---L D U R HAM G • � — — - - L — s I FACILITY 120 N } �.. �.. + PLC INPUT WET WEATHER _ , DIA PVC VAC G s _ 0: 4�20MA _,•„• — — —4-zOMA 1250 (,-5V DC) OUTFALL SAMPLER -- S -- -- - _. J G +1-i;; PLC �-- — c Zffs: ULTRASONIC I p2S0 G - INPUT GROUNDED 1• MAX. OF TWO WIRES PER TERMINAL Project Manager TRANSDUCER I TERMINAL �) 2. RESISM LAND ON � 0 NAL E. DAVISON fBY ned N1S77FSITSELF K. GARDNER . : C 1. ALLOW ADEQUATE SLACK IN FLEX CONDUITDrawn AND MANUFACTURER SUPPLIlM CABLE AVAILABLE ANALOG INPUT POINT FOR THE OUTFALL J. CARTWRIGHT ALLOW REMOVAL OF TRANSDUCER FLOWMETER SIGNAL TO Checked ASSEMBLY FROM SLEEVE. CONTROL PANEL CP-9034 PLC NO. :1 A LANDRUM BASE NO. :13 Project Number SLOT NO. : 4 POINT NO. :5 00039-474-102 ADDRESS :WX5629 Date SET'TEDIBER 2001 ULTRASONIC TRANSDUCER MTG OUTFALL FLOW TRANSMITTER AND EXTERNALLY POWERED TRANSMITTER SAMPLER ANALOG SIGNALS ♦���,+ NTS 13442-°s � , 2_07 WITH ISOLATED OUTPUT 134#9-oi �► , � NTS ��4j1�►te.��Q2`" � STEEL STRUCTURE, L0 OR CONCRETE 3/9' PLATE I--------I THIS IS ONE INCH x IF --t-- �I DRAWINGEIS FULL SIZE. IFNNOT WELD OR BOLT ONE INCH, SCALE ACCORDINGLY. TO STRUCTURE II 11 rD II 11 B LIGHT POLE g WEATHERPROOF OUTLET CONDUIT OPENING —T WHERE REQUIRED 6' 8' THREADED POLE BASE, I SPRING-CRY CAT. 1•_p- CCVER THIS o NO. PB-200 PORTION WITH 1 RINK TUBING OUTER JACKET �i 1S2'OL TYP OF l4 S ' (BLACK) .� renc I 1z SHIELD I --THREAD �ww 0 ,_^_. . - .. . 1� CL Q r�l ISSS BOLTS 1/2' DU I �� �"' L:_i f' SHIELD SEE MOUNTING BRACKET part o f thTYP OF 4 � - GRATING Not � o 0 SHRINK TUBING y y (��;I: COVER THIS DETAIL 16,5:T0-03U9 a PLATE, 2 REQ 0 I r i�i LA PORTION WITH 3/8 PLATE SHRINK TUBING OUTER JACKET GUSSET PLATE 94 (BLACK) .� NOTES $ < P SHIELD 1 cApi LNTI oINTS. D c ELECTRICAL z. DO NOT MOUNT �- DETAILS TO ROOF THROUGH ROOFING SYSTEM. 0 i 3. EPDXY ANCHORS 85th Ave. 16580 MIN, DRILLING 4. 1 "'0� BUP200:�-00098 a SHIELDED CONTROL CABLE I— 51 of 61 ^c NTERMINATION DRESSING 1 _04 LIGHT POLL-" WALL MOUNT _ 16530-01 NTS MOUNTING BRACKET 16530-03 Sheet Number o I ---- , 304 11111111 J NOTICE: IF THE PRINT OR TYPE ON ANY �r (r� � � r ililili � rli � ili � I � llj � � IIIIII Dille I � ili � l ► lrlrlr_ � IIIII_r lI � III l � f 11111 � 1II � I ISI - r�lrT� 1l �l -� I- fll 1I1 �� -111 ��Tf1Cr1-� I ry � ! 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BEST C i Drawn / I OPE74 �, � � I J. CARTWRIGHT -- t CLO acrlr� I our 1 SPEED i ,2Fr3o,r+, shacked f ( ,s�+' ONTA UWDRUM � PULS / ST-12tJ 1# RUN � I ! Project Number - 00033-474-102_ 1., 12Ft3tJu01 =NF-N Dote 2PSI4i SEPTEMBER 2001 • 30301 :10;01 � ftlI3U401 , OAX O� ♦♦O 1 X !2P1'031 i� � � HOA EXCESS FLLW FROM PRI MARL EMUEN'r MTR PU11PING STArTON TO CHEMM BIDC a' -�- -- .--�,..�___ _ �,, �s -h; ODOR CONTROL PUMP ____ E ,ESS FL4iN DISINFECTIONHfn SUCTION VA P`Ji SUC11 L 0N Y!L'JE 12P303t:� THIS UNE IS ONE INCH WFIEN DRAWING IS FULL SIZE. IF NOT EXCESS Flow 1 - ONE INCH, SCALE ACCORDINGLY. LHYPO PJMP 1 I c° w 12FV30202 F72FVS620.2 72}'3030212PI303� E�CCESS FLOW FLAW C95lt ECTION EXCESS FLOW 12PSHER',O2 HYPO vu Vr IT»�o PUMP a z DIVERSION STRUCTURE I c S -E BASIN U I"t 0. 1 LOOP O TO � CLARIFlER RAS f SG'1AA PFTS 0 0 lu AND RE-USE DISINrECTION O O W W N N N N Ref erence a �wwwe��a��w���w�r rv�wriwrr�r� g Not part of this permit SODIUM HYPOCHLORfTE a P k ID I< a � 4 (NOT IN CONTRACT FOR OREGON DEQ PERMITTING INFORMATION) 85th Ave. 16580 BUP2002-00098 Sheat Number . a 300 r,2 of 61 305 NOTICE: IF THE PRINT OR TYPE ON ANY I I i { I I { { IT I 1� I 11, 1 1 1 1 1 1 1 r r� ; � � ; ( � � � I � � i I r�—r T r- � � r i I I , I T�-�—rTr�T r � i III ->` � j I I I -1 I I 111 " S I I III I I I I L� gel r1� .IMAGE I 1 - I I I I 1-T I 1 E S NOT AS CLEAR AS � HIS NOTICE, Z 2 �----- -- �._ _ _� _ 4� 5 6 7 I 8 � - � 10 11 12 c uy� —�` ,Z00-5 IT IS DUF TO THE QUALITY OF THE -- ---------- TP-1 ---- ----- No. ������� ORIGINAL DOCUMENT E 6Z SZ LZ �Z 5Z � Z EZ Z iZ UZ si gi l-�_� j SI fiT Ei I ZT jt T V g P- I a,i�w -- L q i� E 11LI, IIII I I I I I I I I I l i i I I I I i l l l I I I I I I I I I i l I'� T a� III IIII IIII �1111111111I1111I1111111Iill. IlliIIIIIIIIIIIIIIIIIIIIIIII ,II�ilill�llllIIII1111IIIIIIIIILIIIIIIILIIIIII�III� IIILIIIi 111111.1111.1 LIllL1_il�.11�� i 1111111 l l l if 1,111 I a � s 3 2 � 1 � TYPICAL OF 4 _ Y to w i Mp ! N a i W i tit i r • • ! qp T IN T T Is a F I • • 6 I 12 12 12 FIN � 1:010"M MIX ROOM" « ; «° HDR Engineering, Inc,. NA 12 13 v � a • r • I OP SPEED `fEII I MI i I MA 006*6 • N • « u • + a { • i • • d EAE! TER SMiJICES I III I I I r a « • • ON « • . • a • i Y I III 1zF�4aaot I IIIII(II III II " • • � « • DURHAM � rivEFACILITY Os>� REWET WEA THER OUTFALL I � 1 � 12Lx:P483Q1 � 4Q201 I —. ..-. — ' "'� — — _ -%12 � P140301 I r 12FE40401 T I ( I Project Manager ` ST M I I E DAMSON Designed t C �1202 � I 1 M` T _ 0 O9Pf93405 � I Orow0.n BEST 12FY40201 �—IC�� [Hop I I I FROM BtSUt.FitE 1�4.p.�1 EFFIUENt' DECHt..t?R I� l_ Ia . 1 Chocked GARUNER J. CARTWRIGHT STK 'A;E Ti+1NKS BISUI.FRE PUMP ! �r -'► 1 SUCT1,3N VALVE 1?P4L��Q I I EFFL.LMWT1' DECtiLOR IProject Number . --- BLSl.ILFTTE PUMP 1 �,_,,,_j GE B2N N0. 1 �C';#9-474-102 ! i� 09� --- I Dote 93401 I SEPTEMBER 2001 liga PR AE }...- ��� 12P14•p3D2 1zLc�4o3oa y2�aa.�z l !}34�f ( 12FV40202"'i L 12P4Q3{32 f1 } EFRIMiT DF.i:IEFFLIUIN DEDECH R I- �`.J �`"'� , I r C,.wD �. BIS►U MTE PUMP 7 SUCTION VALVE 12PSH!40302 jEFFLUI arms s THIS LINE IS ONE INCH #HEN FROM NT ------^----� DRAWING IS FULL SIZe", IF NOT COMPLftOi�t EXFILI ONE INCH. SCALE Ac'cORmGLY. - s•--� 121"140303 f C:P40343 121"14003 12FV442t33 12P4{J303 $ ao SUCTION TTE PUMP 3R PARACHUTE Fh�LUW DECHLOR O ►. ERSU ON VAUM_VE BRSULFTrE PUMP 3 OPEN �,12PS'HL403O3 r _. 15FiT 12PI4 MJ1 SAMPLER 9930 1� i i _ yy _. —jj'� 1 (- ` �""�, D9SINFEG'tED PRIMARY EFFLUENT CL _ _ -._ --- 12P14G304 12Ll.�4�,3[14 -- 12 {4f r3Q'-4'1 1'-✓ t (-"��T I 1 WE u 0 12EY'W'lg4- C12P4(13fj� � 99301 c a - Is EU.)9h► DC.CIdLoh E7fICESS FLOW QEGFfL OR �..� .i ;�J!� (�`y o ae 6lSMUL1TAP T,.E PUMP ti �I5JLET[E PUMP 4 St ICTIPON YAI:W. 4L.UL104 fl 40 1fl --- — wE9 M V) un T V1 In m NCM dl 0"I < 11oferonciT_ O EXISTING SOS UNE TO BE EXTENDED -- SODIUM Of thiS permitNot part URTE QUTLET UR jMRE No, 2 P & ID rA a No. f 85th Ave. 16580 q% o SER t— T�n L NOR 4101"2002-00098 �d� ,`•, f � 53 of 61 .� Sheet Number --- (EXCESS LET LEATHER FLOWS) 306 TICE: IFTHEPRINTORTYPEONANY I� ili iiill � l I � III � I 11111 ! 1 IIIII � I I � iII �? rT�T�1 �T �1ITj1]TT ( � TTTTiI II ! llllll '�II III 1111111 III SII ! II r� 1 I + � -rp . + II � I I 1� ► � 1 11 I I i � i � IMAGE IS NOT AS CLEAR AS i'HIS NOTICE, 1 2 � � IT IS DUE TO THE QUALITY OF THE -- -- 12 No.36 ORIGINAL DOCUMENT E 6Z 8Z LZ OZ 4Z �' Z EZ Z TZ OZ 6I 8I Li 9I gT fit EI ZT TT Y 6 8 L 9 9 � E Z� T ��ai3w fill Illi illi Illi 1111 Ilii _IIII fill IIII illi 111 ill.! l �ll LLL fill ilii ILII ll1( Illi l!l! ill! I!II 1111 III! IIII III! !!l! II!! IIII II!! IIII IIII IIII (III IIII IIII l!I! ll l�ii>~!l� .illi 1.111 fall ! • 6 I - 5 ---I - - 4 I - -3-- -- I 2M /f I I i 1 1 I • • N PORTLAND & WESTERN RR/ ODOT RAIL nmsll c�N '`• _ i t T-IR D ` ." � HDR Engineering, Inc. �: � ( ( ee • a • • • e I L E(OH) o � ( f o ,, o • • • CLEAN VOTER SERVICES �, I s • • • • s a r _ w • ia.iiii ( I � dF » • • . • i I P N: 5378:91.82 DURHAM E 2+00 7520497.71 WET LIW WEATHER / OUTFALL a6" PJ_EF OLffFALL nN�. 1 _ w. / _ -'� 4.37 1► 1 TUALATIN ,� o Project Manager • RIVER p O N E. QAVtSON SIPHON O� / I� Designed / T. CU MENS C ,• EX1S'tiNG 30" SS - Drown ..-..� W J. CARTWIWHT Checked z E DAMSON -- -.� • . Project Number A � 00039-474-102 Date 84" QLEF aUTr.4J.L. NO. 2 O � w SEPTEMBER 2001 f oAAA, N OIIC0011 / • A� �c F. DAVAAL, E mems a/at/oi 4 f f 12' RADIUS TUALATIN RIVER OVERLOOK TRAILOOT) i IJ f{ I THIS LINE IS ON INCH WHEN ;; t • N I� DRAWING is FULL SIZE. IF NOT N: 637666.40 '� ,-" ONE INCH, SCALE. ACCORDINGLY. E: 7620559.27 A • ail, a l �� . � _ ' U FANNO CREEK .. .-�.. � '""�'� U C 0 0 art o f this 6 '0 z CURVE CURVE W e 0 TROT 212 NUMBER TROT 1 NUMBER PI 0+61.63 PI 1+55.60 AREA A. TREES* AND UNDERSTORY --5,000 SF AREA B SHRUBS -3,025 SF in � z - STATION N: 637728.00 E: 7620560.86 STATION N: 637800.23 E: 7620496.37 TREES: BOTANICAL NAME COMMON NAME SitEE//SPACING QTY. BOTANICAL NAME COMMON NAME SIZ !PACING QTY. CORNUS STOLANIFERA RED TWIG DOGWOOD 2 GAL, 4' OC 35 DELTA 43' 14' 18' DELTA 43' 14' 18' ALNUS RUBRA RED ALDER 5 GAL. 8 SYMPHORICARPOS ALBA SNOWBERRY 2 GAL/3: OC• 35 a m RADIUS 75.00 RADIUS 75.00 _ FAl1NUS LUS LATIFO IARPs. OREGON BLACCASH ONWUOD 1.5* CAL GAL 4 RISES SANGUINIUM RED FLOWERING CURRENT 1 GAL./4 OC 25 z _ ACER CIRCINATUN VINE MAPLE 5 GAL 15 Mr`HUNIA AQUAFODUM OREGON GRAPE 2 =_ .4 OC 35 LENGTH 56.60 LENGTH 56.60 WESTERN TANGENT 29.72 TANGENT 29.72 THUJA PSEUDO UCCA MENZIES DOUGLAS RE CEDAR 551' B&B Z +ACCINIUM O'VATUM EdERGREEN HUCKLEBERRY L ii+�L./3 OC 35 FIRNAIATIN RIVER A - STAKE SHRUBS LOCATIONS FOR OWNER APPROVAL PRIOR T1 PLANTING. OVERLOOK TRAIL PC 0+31.90 PC 1+25.88 � SHRUBS: ELDERBERRY 3 GAL/5' OC 15 SAMBUCA CANADENSIS RED TWIG DOGWOOD 2 GAL/4' OC 20 STATION N: 637698.29 E: 7620560.09 STATION N. 63778.06 F 7C:!n516.i7 CORNUS STOLANIFERA SNOWBERRY 2 GAI OC 20 AND LANDSCAPING PT 0+1!8.50 PT 0+88.50 SYMPHORICARPOS ALBA RED cLOWERING CURRENT 1 GAL/4� OC 15 d RIBEr, SANGUIMUM OREGON GRAPE 2 GAL/4 OC 20 STATION V: 637750.17 E. 7F210541.07 STATION N:637829.95 E. 7620497.14 MAfIe.,NA AQUAFODUM EVERGREEN wlICKLEBERRY 2 GAL/3' OC 20 --- VACCINUM (VATUM • RED ALDER, OREGON ASH • STAKE TREE LOCATIONS FOR OWNER APPROVAL PRIOR TO PLANTING. BLACK COTTONWOOD, VINE � 85th Ave. 16580 PLANTING PLAN MAPLE. WESTERN RED CEDAR BUP20 _ Shoot Number 02 00098 o� 1 - to 54 of 61 400 NOTICE: IF THE PRINT OR TYPE ON ANY rrrj i I r i ( i I I I i I I ! I I I I I I I I I l l I ( I ( I I I I I I I ljT rl1 (I I I I IT"7TTITI I I I ,1 I l I I I I I I.1T ..I 11 ! I f I 111 III I I I I I I I I I III lj IST 1r 1 i III i III I I III l j 11111 T_rl 1-1 1 1111 ! 11 ' III IMAGE IS N07' AS CLEAR AS THIS NOT410E 1 2 3 4I � 6i $ � - 1.0 11 IT IS DUE TO THE QUALITY OFTHE _ -- - --- - -- No.3t3 �1 '� 1 ORIGINAL DOCUMENT LT 9i 5I fiT � I ZT TT i 1 $ S L 9 9 £ Z I �lai�w I II (III (Illilil (Illillllllllllllllll1111111( 111LLllI 11R-11l 411 11 Ilil (III IIiIIII11III (1IIIIIiIi11III1III( (III (IIIIIIIIIIIIILLIIlll1 LlI_Illll llllLlllllli. 11l.l llllmu. IIIICi �I r 6 I 5 I 4 I 3 I WALL THICKNESS5 O 12" CTRS « « • SHOWN CIRCUMFERENCE • a B A (SEE NOTE 2) — 1P/F�4' THICKNESS PIPE SLEEVE 1. FOR RE3NF SEE 03311 8 PENETRATION 01 a00-11 1 MIN 2. ADDITIONAL WALL THICKNESS rkA 5 BAR AROUND FTT'f1NG SCHEC�ULE yyyl A�RC uMFERENCE THICKNESS (` 'A- AS REO'a BY SLEEVEHCR En Ir.GE:ln Inl:. l� NOTE 2 MINIMUM MINIMUM /S O 1e SHOWN NOTE 2 INSULATOR SUPPORT AND ,PIPE WALL WALL AROl1ND GROUT SEAL ME • 9BELL TO MATCH SPIGOT ')IAMETER FITTING THIMBLE CIRCUMFERENCE ALL AROUND MSYSTLTiA MFR CHANK J� SEAL • « « ` LENGTH (SEE NOTE 3) e GROUT SEAL G G BALL AROUND zZ 16'-36' 8' 8' ,S�,AROUND a -� CONCRETE OR STL PIPE >20' 3. REBAR NOT CIRCUMWHEN Awo FERENTIAL d CONCRETE OR 42"_54. __7_ 8. (EE 4, SEE SECTION 15060 FOR « « �, * s • CLEAN WATER SERVICES e STEEL PIPE „ KWE 3) A a 60' 1%1• 8' MODULAR 4 JOILENGTHAT E REQUIREMENTS ' nS 96' 1 Z" NA MECHANICAL e d « • _ sEAL Z = 5' ,w ro D!J R I-Itilu' O-RING SFJL 1>t=; $ i►rSTAw►TION sLEEVE FACILITY I. FOR REINF OF PENETRATION NS�TM/SUET AND L1 IN .E SEE 03311-28 • :^ S MECF4WICAL SEAL WET WEATHER FABRICATED STEEL 2. THICKENED WALL sEcrloN AND ��} OUTFALL CIRCUMFERENTIAL REBAR NOT 1/� TMMC REQ'D WHEN WALL ALL MEMBERS THICKNESS > A PLUS B. 3. SEE SECTION 1`080 FOR SLEEVE SLUICE GATE JOINT LENGTH REQUIREMENTS INSULATOR/SUPPORT WALL, THIMBLE AT STRUCTURES WHERE REQUIRED �L�RNATE 1 Project Mai+ager CONCRETE ONLY ALTERNATE-I I- DAVISON Designed C E. DAVISON -- Drown J. CARTWRIGHT CONCRETE STEEL PIPE WALL CONNECTION Chocted ALTERNATEA LANDRUM NTS 1 & 2 15070-0, Project Number 00039-474--102 Date SE`TEMBER 2001 - �`D`�0 i i►+d ssp� is wo BACKER ROD Ac SEALANT, SEE: NOTE 4 THIS UNE IS ONE INCH WHUI i -. 4 " MODULAR ECHA MECHANICAL DRAWING IS FULL SIZE IF NOT E PIPING OR CONDOR SEAL 72" PRECAST TOP SLAB WITH ONE MCH. SCALE ACCORDINGLY. 36' DIA. EMBEDDED MANHOLE RING AND COVER _ SEE NOTE 2 0 PIPE SLEEVE PER go 72' PRECAST CONCRETE 01800-11> MANHOLE SECTION OR CORE DRILLED 6' ABOVE - OPENING TOP OF 36" OUTLET: WD LENGTH + _ PIPE 16' MIN. PROVIDE WITH BUND - ; - •r' A5 RECOMMENDED EfY ' FLANGE. - FLOOR OR SEAL MANUFACTURER WALL INTERIOR, DRY T/2 BURIED SEE NOTE 5). WET, OR c OR TOP SIDE T BOTTOM SIDE o• t v ' 3/1 E 84' PLEF CDF BACKFILL o 8 1. BOLT HEADS ON ACCESSIBLE SIDE OF PENETTiATION o a -^ 2. PROVIDE DOUBLE ROW OF SEALS FOR PIPES 16- DIAMETER AND LARGER EITHER SIDE OF °� m ' IF CONCRETE THICKNESS PERMITS RISER SECTION p 3. ONE SEAL FOR WALLS LESS THAN 8' THICK,, TWO FOR WALLS (PARALLEL TO SEEP/ANCHOR I. SEEP/ANCHOR FLANGE TO BE SAME MATERIAL �) �d AND THICKNESS AS S!.21/E. 8' THICK AND LARGER c o �p W W i 2. EXTEND SLEEVE 3' ABOVE F1.00R FOR WET 4. INSTALL BACKER ROD AND SEALANT ONLY AMD/OR WASH DOWN ;.REAS, ON TOP SIDE OF SLABS OR AT FINISHED WALLS. 3. HOT DIP GALVANIZE AFTER FABRICATION 5. FOR BURIED CONCRETE OR STEEL PIPE >20- SEE 15070-01 18' 18• I STEEL SLEEVE MODULAR MECHANICAL SEAL RIS-- Z < m °f 800 " A SS ,'ER DETAIL NTS 01800-13 �1 A NTIT S oference :A� GENERAL DETAILS Not part of this permit 3 85th Ave. 16580 •g_S 0 ow " B U P 002-00098 Sheet Number 43 of 61 216 NOTICE: IF THE PRINT OR TYPE ON ANY T HITT ( r 7 ! i I III I III III 11 1 111 11 1 1 1 1 1 1 1 1 1 1 1 11 ► I 111-F I-[ 1 III I I 1 1 I 111 I I I I III III III 111 I I III 1 �-T_ I I I III III 1 rrr 1 I 1 l I I I 1- 7I 11 T l I I I I 1 I I l I f I I II � � 1rT � � � ► III � II IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 I I I I ( I I t" — ----_- � -- — 3 -___ ____4 —•--.----- 5 6 ___ . 7 8 9 - ! 10 ( 11 1g1l ,— .• �� ..5 �C��_.� _L .J IT IS DUE TO THE QUALITY OF THE _ _ __ _ — —No.36 ORIG!��AL DOCUMENT 'E 6 Z S Z L Z 8 Z Z fi Z E Z � Z T Z O Z 6 T 8 I L T 9 T s T fiIT E it v T �x T` ' ' 11l IIII IIII IIII IIII Ilii Ill! IIII IIII IIII IIII IIII ILII IIII IIII�IIII IIII Ilil IIJI -ILLI ILLI Ull 111. l_iIl Ll.11 111 1 1 111.. �IIIPf�1I I I l IIII Lill IIII IIII III IIII IIII IIII 11J 1111 111�1L1.1 Illi loll Ili. 6 I 5 I 4 I 3 I 2 I TERMINAL BLOCK 9 A i y i. PIPELINE TERMINALS TERMINAL BLOCK • • * a 6 FOR STAINLESS AINLESS e A • e • ' ` CARRIER PIPELINE TERMINALS SEE NOSTEEL PIPE • e e e s REFERENCE ELECTRODE + • ` � r CASING TERMINALS VERTICAL STEEL. OR • r e TERMINAL 8-INCH THICK SL DUCT LE IRON SURFACE CONCRETE SLAB 6-INCH THICK WIRE DIAGr:W 1'-8" SCI REFERENCE ELECTRODE TERMINAL CONCRETE SLAB HORIZONTAL STIEEL OR D FlNISH GRADE 1'-6` SO DUCTILE IRON SURFACE WIRE DIAGRAM r FINISH GRADE . Illi . .'1' ILII= IIIII I. oIECTIONWELD n'P + • HER Engtree-inj, Ing. —. IIIII= Iliil=_ ; :;•".,a , = THERMITE WE1D CAS =1111- 1111= Fl_USH MOUNTED \�.. = II IIIII.: M, SEE NOTE 6 TERMINAL BLOCK FLUSH MOUNTED 71M STATION TEST STATION TERMINAL BLOCK �r CLEAN WATER SERVICES A y � A e d • • 2-¢12 AWG STRANDED 1- 8 AND 1-�12 AWG — 1-�8 AND 1- 12 AWG s • , X12 AWG STRANf:F.i STRANDED COPPER WIRES STRANDED COPPER WIRES • • �!nl 1J:,k t a BLUE I WIRES WITH COPPER WIRE' WTrA WITH BLUE INSULATION o o « 0 1 1P11Y� ,, BLUE INSULATION WITH ORANGE INS�JlJ1T1oN w�. NP, FILE OR GRIND WELD AREA FAC I LfTY • YELLOW INSULATION SIZE VARIES TO EIRIGFTT METAL. TYP C12 AWG WIRESTRAS WITH WET WEATHER COPPER WIRES WRN YELLOW INSULATION NOTES: OUTFALL. DIRE CONNECTION, Tl'P, I. COPPER SLEEVE REQUIRED FOR THERMITE WELDING OF #10 AWG AND SEE 13988-3 SMALLER WIRE. REFERENCE ELECTRODE, 2. USE COPPER SLEEVE FOR 1 HERMITE WELDING OF /2 AWG WIRES. LOCATE 6 REFERENCE LO ' FROM OUTER 3. WELDER AND CARTRIDGE SITE VARIES ACCORDING fD SURFACE SHAPE. ' RODE. MATERIAL. AND HORIZONTAL OR VERTICAL SURFACE, CONSULT WELDER LOCATE 6` FRROMOM OUTER EDGE OF PIPE AND 18' MANUFACTURER FOR RECOMMEMJED WELDER AND CARTRIDGE. PIPELINE EDGE OF PIPE FROM END OF CASING 4. FOR MULTIPLE WIRE CONNECTIONS TO PIPE SEPARATE THERMITE Project Manager CASING 4. MARE CONKECPMS BY LINE PIPE DIAMETER MINIMUM. 2'-0" MaMUM. E: DAVISON CARRIER PIPELINE .� 5. THERMRE WELD CAP NOT REQUIRED FOR CEMEIrr Loam SURFACES OR D"gned AEK)VE GRADE WIRE CONNECTIONS. COAT COMPLETED THERMTTE WELD WIRE CONNECTION, TYP, CONNECTIONS AS SPECIMED. E. DAVISON NOTE SEE 139� 6. USE SILVER SOLDER CONNECTION METHOD FOR STAINLESS STEEL PPE, Drown PROVIDE SUFFICIENT SLACK IN TEST WIRES TO ALLOW TERMINAL BLOCK NOTE J. CARTWRIG1 TO EX,LND 18` OUT OF TEST STATION. COIL WIRES IN TEST STATION. Checked PROVIDE SUFFICIENT SLACK IN 1E57 WIRES TO ALLOW TERMINAL. BLOCK A. LANDRUM TO EXTEND 18" OUT OF TEST STATION. COIL WIRES N TEST STATION. TYPE FT-R Project Number FLUSH TYPE FC-R DOD39-474-102 ..---�-.� Dote Nrs '3��-, T TEST STATION 13988 a� WIRE CONNECTION FOR T S'�''� 2001 NTS (FOR CASING AND CARRIER PIPE) -.0 NTS ' 13988_3 ♦�01 clot► . aecooN ` PIPE SIZE ROD SIZE F DoN 2 do SMALLER 3/84 21 2, dC3 1 2 coma tsr/wai t9 4 & 6 3 4 rZ120 7 8 14 1 THIS UNE IS ONE INCH WHEN -18 DRAWING IS FULL SIZE. IF NOT n1- 1 ! 2 ONE INCH, SCALE ACCORDINGLY. b" SST ADHESIVE ANCHOR, TW 2 8 PIPE c o ca n PA O N 'D' 3' STL STRAP 'S. -/ MIN 'c 4 STEEL PL "S' ✓ e CL p o � HANGER ROD SST BOLTS. NUTS & WASHERS Fn (SEE TABLE) Lo o J PIPE JS&ZE 'D' 'S' 2 a 8 Z-i Z" 8" 1 4'x1' W 3 3'-4" 5 8' 1/4-xi 2' CLEVIS STYLE 6"-8' 3 4" 3 8'x2' PIPE HANGER 1'J"-14' 7 8' S 8'x2' PPE SIZE VARIES bD1E: PIPE SUPPORT CAN6BE USED FOR HOkIZONTAL AND VERTICAL. PIPING UP TO 4'. ®��r�n�� ��� � z s m A " AND LARGER USE FOR VERTICAL PIPING ONLY. . — I I I Notpart of this ormit DEAILS� DETTAILS NERAL IS PIPE SU oRT OFFSET PIP SUPPORT Nrs ��u-09 4' NTS 85th Ave. 16580 BUP2002-00098 Sheet Number 44 of 61 2 17 NOTICE: IF THE PRINT OR TYPE ON ANY r� I ( r I I I 111 I ( IIIII III I I r� I I I I I 1 I I r I�-r TT rlT , I L .1� I .i I III < < I I III L ! I III 1 I �_' I I r I III I L I I r .�. r i L. .r ._r T_ 1 i 11. I r L r r T I I I 1 111 ! I 1 I I I NOT I I f T � I I I I T L I l l �f � 1 1 T � 1 1 l l I I I I I ! I I 1 1 I � r MAGE S Nv I AS CLEAR AS THIS NOTICE, 1 2 3 4 I I _ 9 10 ill 12 , 1No.36 , �- IT IS DUE T© THE QUALITY OF THE � � "�_�-�� - -� - -- -- - -. _--.-.-__ -_ _ �r ORIGINAL DOCUMENT �-- - - fU 6Z 1811ZiliilllllllLllllllll (LIT _Llll (.Ill 1LlL�IIl�Ll9 1111. f11J111.1. IL0 II9 ILIIIIIIILIIILIIIIIIILLIITILIIILII :1111ILIIILIIIIII�iiillllEllIl!lillllllllllllll L 8l1ll[ Illllll l-IIILIIIIIII 111 1 '- ' � w. 6 I 5 I �_..._. 4 I 3 I 2 I I STRUCTURAL NOTES -- INTENTIONALLY ROUGHENED NOTES GN-1 THESE STRUCngtES HAVE BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS HQRIZ. WALL JOINT 1 COMPLETED STRUCTURES, APPLICATION OF CONSTRUCTION . PROVIDE SPLICE LAP LENGTHS SHOWN FOR All LOADS TO THE PARTIALLY T COMPLETED STFIUCTURES SHALL BE CONSIDERED BY )HE CONTRACTOR AND ALSO REINFORCING BARS NOT COHERED IN NOTE 2. INCLUDED IN THE DESIGN OF SHORING, BRACING, FORMWORK, AND ANY OTHER T/2 2. FUFtNIsH SPUCE LAP LENGTHS SHOWN FOR ALL SUPPORTING ELEMENTS PROVIDED FOR CONSTRUCTION OF THE STRUCTURES. V NGI � " a a � .: � REINFORCING BAR CENTER TO CENTER SPACINGS SPECIFIED 'aN THE CONTRACT DOCUMENTS, OR REQUIRED BY THE STRUCTURAL ENGIMc�R, a, •� a .. I .. •e• � � LESS ?MAI°I 4� FOR 6 BARS AND SMALLER, AND D CONR/ACTUR SHALL PRODUCC CALCULATIONS PREPARED BY A REGISTERED ENGINEER IN LESS THAN 8 FOR $6 BARS AND LARGER, IWD,'OR ' e THE STATE OF OREGON WHICH VERIFY THE MENUS OF STRUCTURALLY MAINTAINING THE 3/4- CHAMFER d CONCRETE (:OVER LESS THAN N FOR 8 BARS a H�,R En9i'Ter�rirg. Ir-.. INTEGRIT'r Or THE STRUCTURES DURING CONSTRUCTION. TYP AND SMALLER. AND LESS THAN 2' FOR �7 E.AR`.. • 6' 1/4'X6" METAL WATERST04' i GN-2 DURINF; ERECTION AND UNTIL ALL Pk CONNECT"►ONS ARE MADE, THE 1 1 2' i- 4 CONT. CENTERED IN CURB O ALL JOINTS U.N.O. WOOD (2X2) REMOVABLE FORMS AND LARGER., CONTRACTOR SHALL PROVIDE TEMPOFWY BRACING TO BRACE THE STRUCTURE IN ALL /3 O 12' W/180'' STA HOOK REF. SPECIFICATIONS STRADUNG W.S. DIRECTIONS. (REF. GN-1). 4' MIN 3. "TOP BAR' REINFORCMENT IS HORIZONTAL GN-3 GENERAL CONTRACTOR SHALL CHECK AND VERIFY .ALL DIMENSIONS, GRADE CONDRIONS, E;:: REINFORCEMENT SO PLACED THAT MORE THAN 1'-0' CLEAN WATER SERVIOIEB SEF FLOOR 1. DET/lJl. SHOWN APPLIES FOR VERTICAL AND OF FRESH CONCRETE IS PLACED BELOW THE " i °' " a •� ++ a (BOTH NEW AND EXISTING), EXISTING STRUCTURAL DETAILS (IF' , REPORTING ANY PLAN_� REINFORCEMENT. DISCREPANCIES 10 THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY PHASE HORIZONTAL CONSTRUCTION JOINTS. OF THE WORK AS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALT. WORK 0' CLR 4. ALL SPLICES SHALL BE CONTACT SPLICES AND FITTING As INTENDED BY THE CONTRACT DOCUMENTS. 2. WHERE A CONSTRUCTION JOINT IS PROPOSED DURHAM EDGE (1F SLAB WHERE WIRED TOGETHER. +� r • � GN-4 DETAILS IN THE CONTRACT DOCUMENTS INDK.ATED AS •TYPICAL' SHALL APPLY IN ALL, APPUCh3LE IN A LOCATION NOT SHOWN ON THE DRAWINGS, FACILITY AREAS WHERE CONDITIONS SIMILAR TO THE DETAIL OCCUR. SUCH SHALL BE APPROVED BY THE ENGINEER. ' — GN-3 STRUCTURAL DESIGN CRITERIA: 3. REINFORCING NOT SHOWN FOR CLARITY. CONTINUE WET WEATHER OUTFALL ALL REINFORCING THROUGH JOINT AND LAP FACE OF CONCRETE 1. LIVE LOADS: REINFORCING ON ONE SIDE OF CONSTRUCTION A. MINIMUM LIVE UJADS - LBS, PER SQUARE FOOT JOINT, STAGGERED PER DETAIL EQUIPMENT PLA'rORMS: 100 PSF + EQUIP. WT. STAIRWAYS & WALKWAYS: 100 TYPICAL CONCRETE CURB CONSTPUCTION JOINTS SIDEWALKS: 250 Project Morwog«• B. WIND LOADS - (OSSC SECTION 1615-1625) p a BASIC WIND SPEED (MPH) 90 E DAMSON = WIND STAGNATION PRESSURE Qe (PSF) 20, 8 z zDesigned 'T 9 EXPOSURE CLASSIFICATION C -NOTE 4 OUTSIDE FACE EXTEND ALL WALL INSIDE FACE W. PEARCE C C. SEISMIC LOADS - ZONE 3 NOTE 4 REBARS TO WALL OUTSIDE FACE b Drawn PROVIDE STD 90' HOOK AND '� r-- PROVIDE STD 90' HOOK ON ALL INSIDE FACE REBARS, p J. BRIONES D. EQUIPMENT LOADS: AS NOTED ON INDIVIDUAL DRAWINGS OR ZPECIFICATIONS EMEND iiECTIBAR TO FAR FACE EXTEND TO EXTERIOR FACE AS SHOWN. p3311-20 Checked OF INTERSECTING WALL SEE - �� � � LANDRUM SCHEDULE FOR TYP 90' .SID TYP INSIDE FACE-\ U N. FUTURE LOADS: UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MAUL HOOKS C3311-20 Project Number FOR FUTURE FLOORS, ROOFS, OR LITHER LOADS. o" III. APPLICABLE CODES: FIW o 00039-474-102 7YP HL A. A.C.N. 318-95 - BUILDING CODE REQUIREA1Eh^,5 FOR REINFORCED CONCRETE Date AND COMMENTARY 0- HOOK LENGTH HOOK B. A.C.I. 301-99 - STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE NOTES: TYP LENGTHSEPTEMBER 2001 C. A.I.S.C. ASO MANUAL-NINTH EDITION 1989 1. SEE INDIVIDUAL STRUCTURES FOR EXTRA HORIZONTAL REBARS AT CORNERS AND PROVIDE REQ'D LAP SPLICE LENGTH FOR OUTSIDE FACE REBARS AS SHOWN IN 9O• STD HOOK 180• STD D. A.W.S. D1.1:2000 - STRUCTURAL WELDING GODS - 5TF.1? WALL INTERSECTIONS. SCHEDULE E FOR LENGTH NOTES UNDER COLUMN MARK® OTHER" 03311-33 ^'- HQK ♦♦v ♦+ 1997 UNIFORM BUILDING CODE NOTES t�� F. ACI 350/350R ENVIRONMENTAL ENGINEERING CONCRETE SIRUCRL-fRES 2• WN- VERTICAL REBARS NOT SFIOWN FOR CLARITY. 1. SEE INDIVIDUAL STRUCTURES FOR EXTRA HORIZONTAL REBARS AT CORNERS ANDWALL INTERSECTIONS. BAR LDH HL HW T1 G. 1998 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 3. ACCEPTABLE OPTION TO LONG BARS WITH END F.)OKS IS TO PROVIDE LONG ! N. THE FOUNDATION SYSTEM DESIGN AND ALL LATERAL EARTH PRESSURES ARE BASED STRAIGHT BARS WITH LAP SPLICED BENT BARS AT ENDS. 2 WALL VERTICAL REBARS NOT SHOWN FOR CLARTTY. #3 7?0 6" 3" 4" ON THE RECOMMENDATIONS OF GEOTECHNICAL REPORT NO. 200534, DATED Ar 4. ADDITIONAL CORNER BARS TO MATCH SIZE AND SPACING OF HORIZONTAL 3. ACCEPTABLE RS WITH TO LONG BARS WITH END HOOKS 15 TO PROVIDE LONG 14 9?" 8' 4- 47" AUGUST 16, 2000, PREPARED 8Y SQUIER ASSOCIATES, REINFORCEMENT. CORNER BAR LEG LENGTH DETERMINED FROM LAP SPLICE STRAIGHT BATS WITH LAP SPLICED BENT BARS AT ENDS. #5 T'-0" SCHEDULE 10" 5" 5' GN-6 REFERENCE MECHANICAL, ELECTRICAL. AND PLUMBING CONTRACT DOCUMENTS FOR 03311-33 4. ADDITIONAL CORNER BARS TO MATCH SIZE AND SPACING OF HORIZONTAL >�a ts/it/ei LOCATION AND SIZE OF ANY ITEMS WHICH MAY REQUIRE SLAB OPEN)NGS, SLEEVES, REINFDRCEMENT. CORNER BAR LEG LENGTH DETERMINED FROM LAP SPLICE #6 1'-2?' 1'-0- 6" 6" KINSERTS, ANCHORS AND BOLTS REQUIRED by VARIOUS TRADES. SCHEDULE 03311-33 #7 1'-5' 1'-2' 7' 7' GN-7 REFER TO SINTERSECTION PLAN' EN STRUCTURAL CONTRACT DOCUMENTS FOR FLOOR FINISHES, DIMENSIONS AND CORNER PLAN8 1'-7- I'-4' 8' 8■ THIS UNE IS ONE INCH WHEN LOCATIONS OF SLAB DROPS, DEPRESSIONS, CURBS, HANDRAIL DETAILS, ETC. LQEA AI DRAWING S FULL SIZE. IF NOT GN-8 PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY THE STRUCTURAL ENGINEER HORIZONTAL R EI N FO RC I N C L 1�9 1'-9?' 1''-7' 11?" 10?' ONE INCH, SCALE ACCORDINGLY. FOR ALL REQUIRED MECHANICAL OPENINGS THROUGH SLABS, WALLS, OR FLOOR, ETC., 03311-21 HORIZONTAL REINFORCING 03311-22 #10 2'-0?• 1'-10" 1'-'" 117' AND SUPPORT OF ALL MECHANICAL EQUIPMENT. OPENINGS SHALL NOT BE PERMITTED e B THROUGH BEAMS UNLESS SPECIFICALLY DETAILED BY THE STRUCTURAL ENGINEER. 1. 2'-3" 2'-0' 1'-2?" 1'-1' S g a - Gni-9 CONSTRUCTION MATERW S SHALL NOT BE STORED ON FLOORS OR ROOFS IN EXCESS - OF TRE CONTRACTOR'S LIVE LOADS REFERENCED FOR IN NOTE GN-5 AEN IT IS THE f r n CONT'RACTOR'S RESPONSIBILITY TO ENFORCE THIS REQUIREMENT. IMPACT LOADS SHALL BE PREVENM WHEN PLACING MATORIALS ON FLOORS OR ROOFS. MASONRY Not part of this permit M-1 �'_Al! L1��R E cr)DE SCHEDULED OR DETAILED BARS MASONRY INSTALLATION AND REINFORCING SHALL CONFORM TO ALL THE REQUIREMENTS — c OF CHAPTER 21 OF THE UNIFORM BUILDING CODENCRLTE OPENING NOTE So: 0 1. UNUSS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REBARS MIN SPUCE LAP LENGTH a } M-2 SPECIFIED COMPRESSIVE STRFN[:TN p� �JA � ARCUND OPENINGS IN WALLS AND FLOORS AS SHOWN. � COMPRESSIVE STRENGTH OF CMU 1,900 PSI MIN 2. GvERY REBAR DISCONTINUED AT AN OPENING SHALL BE REPLACED SQUARE. RECTANGULAR OR f'c 4000 PSI 9 MORTAR COMPRESSIVE STRENGTH 1,800 PSI MIN IN KIND !"f ONE EXTRA REBAR PLACED AT ONE SIDE OF THE ROUND OPENINGS BARa. GROUT COMPRESSIVE STRENGTH 2,000 PSI OPENING AS .'SHOWN ABOVE. (OPNG. TOP BARS(1) OTHER(1) TOP BARS(2) OTHER(2) m fm - 1,500 PSI i #3 1'--4" 1'-4" ['-1" 1'-7' A o i o 3. FOR OPENINGS 8' OR LESS IN SLABS AND WALLS, NO EXTRA REBARS R. M-.', MINIMUM REINFORCEMENT (! J E N011 D OTHE iS ARE REQUIRED UNLESS OTHERWISE NOTE=D. SCHEDULED I2E13ARS SHALL 2" CL.R. 1'-8" 1'-4" 2'-9' 2'_1• a BE RESPACED (NOT CUT) TO ALLOW FOR UNIMPAIRED OPENINGS. �---- 8 W VERTICAL 5024" #5_ 2'-1- 1'-7" 3'-5- 2'-7- V) HORIZONTAL 502 " in M-4 REINFORCING STT F� �- 6 2'-5- 1'-11" 4'-1" - - 7 3'-7" 2'-9" 5'-11' 4'-6" ALL REINFORCING STTD:1 SHALL BE IN ACCORDANCE WITH ASTM A615 GRME60. DEFORMED BARS. �, �� � EXTRA RMVtS EACH FACE 4 SIDES OF A• 18 4'-1" 3'-1- W-9" 5'-2" z° t m M-5 MINIMUM COVER OPENINGS EQUAL TO NUMBER AND SIZE OF SCHEDULED (IYP) REBARS DISCONTINUED AT OPENING. WHERE 5'-0" 3'-10' 7'-7" 5'-1 C ALL REINFORCING STEEL SFWLL. HAVE MINIMUM OF 2'` COVER INCLUDING THE MASONRY UNIT. A, ODD NUMBERS OF BARS ARE DISCONTINUED. 110 6'-2" 4'-9- 8'-6" 6`-7' M-6 I.AP SPLICES PROVIDE Ofd NUMBER + 1)/2 BARS ON EACH SIDE OF OPENING �• X11 7'-5" 5'-8" 9'-6" 7'-3- STRUCTURAL � LAP SPLICES SHALL BE 40 BAR DIAMETER OR 24' MIN. WHICHEVER IS GREATER. M-7 RESTRICTED BAR ANC (7) /5 BARS W/ EMBEDMENT LENGTH EACH SIDE OF CORNER. DETAILS AND EACH FACE AT ALL CORNERS OF RECTA14GULAR 0PNGS. 85th Ave. 16580 NATES S CASES WHERE I2EIrlFAS PO BARS CONNOT BE SID. DED AS FAR AS REQ'D., THE BARS AND AT 45 TO REINFORCING AT ROUND OPENINGS. BUP2002-00098 SHALL EXTEND AS FAR AS POSSIBLE AND END IN STD. HOOK. M-e ANCHOR BOLTS DETAIL EXTRA REBARS FOUR SIDES OF OPENINGS 45 of 61 �a INSTALLATION Z �E D � �H� ALTS SHALL BE IN ACCORDANCE NTt UBC TABLES � 21-E-2 AND I N CONCRETE N C R ETE 3A SE SLABS WALLS & FLOORS REINFORCING DETAILS Q ' 03311-26 03311-20 Sheet Number o SOLID GROUT ALL CELLS. 218 - (� I I I I I I I I I I I I I I I I i I I I I i I I ) I I r r I TT f �� rj�. .I T_�,. -I 11 r 7TV"111 . I. 1 ..I. r .I .,� � I I j NOTICE: IF THE PRINT OR TYPE ON ANY f 7 .II I I I I 1 I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I I I -- 1 5 _ 6 7 8 9 10 1 1.2 �,1, �� IT IS DUE TO THE QUALITY OF THE ------wNo.a6 ORIGINAL DOCUMENT E 6 Z S ti L Z1111111, 9 Z 5 'b Z E Z Z I Z 0 6 i i L I 9 t 5 I T E T Z T T i - Illl ILII Illl 1111 L1 ll 11111I[ <l�I ����. Iil1- 111111111 ILII VIII ���� 1111 IIII�IIII ���� ���� ILII ���� ���� ���� ���� ���� I(II ���� �111Illi !LI_l li�l ILII ILII lll� ll.11 I'' I ' l �� 6 i 5 I 4 i 3 ( 2THREADED ( 1 I PROJECTION (THO)r 1 1/2" SCH 40 (TYP) o s r v 1 1 4'MIN cto r r r x �yy��DIA. _ 1 4' GLR. 1 1/2- SCM 80 RAILINC AT DETAILER OPTION, e r r WASHER Ct�NT 1/4' THICK fDI ((P05TPOSTS SP-. PROVIDE FLOOR FLANGE STAINLESS STEEL 1 4' CUR. V) n b'-0' O.0. MAX.) POST WELDED TO BOTTOM OF _ I ANS-,+� POST 3 EMIFD TO STRUCTUPE TOP OF GRATING W TOE PLATE (1/4'x4' a W/ 2 - 3/4 • BOLTS HDR "Tgir.se-in�, Inc. TACK GRATING 4 TO MATCH TOP OF 1 � r M • � WELD VERIFY W//EEQUIPMENT (MIN.) ADJACENT CONCRETE 1/2' FLOOR ►'� "� r REQUIREMENT'S (4 BOLT) W r ALL TS SHALL BE STAINLESS - -� • TOE PL 1/4'x4' STEEL. U.N.O. "' • ANGLE DEPTH AS REQ'D �r .. b FOR TOP OF GRATING CONT: L3x2x1/4 STAINLESS -4-1/2'0 STAINLESS STEEL STEEL ANGLE W/ , TOP OF PLATFORM CLEAN WATER SERVICES TO MATCH TOP OF S/8'0 STAINLESS STEEL .- 1/4• 4 ANCHORS SEE BELOW FOR TYPE. 1FLR. EL (REF. PL.-,K) - ANCHOR BOLT SCHEDULE EXPANSION ANCHORS AT MK DIA (IN) THD iN L .' ADJACENT CONCRETE _ NEW CONCRETE ',� 1'-6' O.C. a + ALUMIN1 3/4 5 1'-6' '� OR WALL ` � �UANGLE �1 �R�/'11� STEEL. x 5 LONG STAINLESS EXIST. CONCRETE (UNO) �r UMINUMt 3 3 14 S 1'-9' CC/ECEI. LWELD TO ANCHOR AT 1'-B' POST de FLR. PLATE �STRUCTURAL FACILITY L'—Bp OR GREATER -- EXPANSION ANCHOR MEMBER MINIMIZE 4 , 6 2'-0' NOTES: ;r .. I LESS THAN 8'- ADHESIVE ANCHOR WET WEATHER 5 1 6 2'-6• 1. ATTACH GRATING TO SUPPORT ANGLES WITH CUPS \ 6 1 2p� t OUTFALL OR BOLTS SPACED AT 2-0' MAX CENTM ;QUARE SES% 1. ALL HANDRAIL MATERIAL SHALL AL'UMINUM (UNO). ALL HANDRAIL MATERIAL SHALL BE ALUMINUM (UNO), 2. POR INFORMATION NOT SHOWN REF. 05522-02 Managerect ANCHOR BOLTS Proj 05505-07 GRATING SUPPORT 05505-13 GUARD RAILGUARD D RAI L E DAVISON ZE 2 - '> Designed W. PEARCE C Drawn J. BRIONES Checked A. LANDRUM - ,�_O Project Number • TRENCH WIDTH 4M. 00039-474-102 EXCEPT WHERE SHOWN ON PIANS, FIELD Date CL?SURE SHALL BE SEPTEMBER 2001 PROIIDE READ LAP SPLICE USLO 04CY AS PLA LENGTH AS SHOWN IN C.25xID APPKVVED BY ENGINEER. SCHLDULE FOR TOP BARS (6' MIN O THE SAME TYP AND 18' MAX) + a :• DEPTH OF BEDDING ♦°1 x�� . .."s..' USED UNDER THE PIPE • RAUS E. IN TITHE FIELD CLOSURE ER - FLEXIBLE SEALER WALLS AND BE USED BACKER ROD T&B IN SLABS PIPE SUPPORT 8 16 CONT OREM A � JOINT FILLER SECTION • 0" REINFORCED CONC H W11/01 X • ,• TYP 1- CALLAR PLACE AFTER • ` r' CLOSURE IS MADE 2'-6' I----1 SANDBLAST AROUND PIPE [THIS UNE IS ONE INCH WHEN n PIPE 1'-6" MIN 12' 6" 12" AND APPLY BONDING DRAWING IS FULL SIZE IF NOT BELL �" AGENT BEFORE ENCASLIG ONE INCH, SCALE ACCORDINGLY. 3'-U' MIN BETWEEN LAPS ELEVATION �;��� 1/4 PIPE ID B OF ADJACENT REBARS % MIN, 18 MAXj STAGGERED JOINT SEAL HORIZONTAL REINFORCING "UT RCP IN FIELD --: 07900-01 03311-23 •• AS REQUIRED [�\_ SYNTHETIC SPONGE EXPOSE, LAP, AND WELD RUBBER EXPANSION REINF IN CONCRETE PIPE 1/4'x4' BACK-UP EAR TACK 2 _ 4 - FIELD APPLY PRIMER ANO TitPER PER SPECS JOINT MATERIAL SHOP COATING ADDED RD, 17 AT COLLARS WEIR TO STEEL PIPE - 2' SECOND AND AREA SHAD. NOT BE LESS THIRD LAYERS SECTION THAN PIPE XEINF a b OF TAPE -- o a_ a a °.� m JOINT FILLER FIRST LAYER OF TAPE A v: L! TAPE 0"JER WELD JOINT FILLER COLLAR OR STRUC^„RE I �a (SEE NOTE 1) 1/4'x4' BACK2:IN TAPE (SEE W/O MFR'S BELL ?ANG _ J ( �� NOTE i) NEXT EXISTING INSTAL NEW PIPE JOINT ® D -- 1/,� 2'-1� SHOP APPLIED (TYP 2) v� So 1/16-MAXCOATING _ I �3. 1/2 & i 11,1111111111 ilia PIPE SUPPORT -PIPE BEDDINQ AND < m L_ I (EXTENDED TO WORKING PLATFORM JOINT) � �o on STEEL PIPE IN 2. FIRSr STEEL PIPE TO BE CHAMFER 1 '8' x 1 4' Oro STRJCTURAL/C�'JIL LACE IN TRENCH 4 CONNECTID IN TRENCH / DETAILS � IO PIP[ O' MAX Not �,� � +part this permit DIRECTION OF LAYING685th Ave. 16580 �a BUP''002-00098 46 of ` 61 $n� STEEL PIPE FIELD CLOSURE � BUTT—WELDED JOINT DETAIL 2 N 4 _ - RCT' FIELD CLOSURE r3 Sheet Number y�$a -• -- 219 .M NOTICE: IF THE PRINT OR TYPE ON ANY -�-- -I- +--.-- I- + ! I.1T_I.1Tl1 I I I Jill 11111 1111 1I11 ( I I I-I IMAGE IS NOT 1,.� CLEAR AS THIS NOTICE, 4 ( I �1 11. .11 i I i I I III I f I ! I I I I I I I III I III I I I I I I ( � 10 - -__-1_--- -IT IS IS DUE TO THE QUALITY OF THE �� --- ---- Na 3� �, �.:'�'�.:.�• ORIGINAL DOCUMENT -- — GZ 'Ill T7. OZ � FT 8I LT 9T 5T 'bT ETT131111 TTL � Q11111I11111111111I1 l_L�1. 1111 X11(1111 �ll� 1111 Illi (III l�IIIIIII�IlIIIIiI 1111 IlliI 1 1! (I I I I_� 1.1� I 111 I I_I I �1 I lJ.11 � e I 5 I 4 I 3 I 2 I t I TH= WALL C".) DOUBLE DOOR HATCH COMER '" " q � q • � • q q d����• ���� FOR AGOITIOMi REINF. ,T• ' A7 �• 03311-26• � � � q �� q " HOR :ngi,,ieurh,g, In.-. / ri ET.O. TOP OF FOOTMKi / >,. q 12271' �d� �'' APPROX GfiO1JND EL 138.S' .yr WATER S / 2-6 * 90 q • WERENINE 179 OF SLAB• • C.C.SPECrICAMM q • BACK- FILL REQUIR EVEN S e4•e PLL �C / // FACILITY WET WEATHER tir wo OUTFALL s-osoLRR . HATCH OPNGBARS 048r o.C, / � — ' W. BARS. °Ty}SHO ' EL 1244..03 FOR TV. ADD ND OPNG& REF. 03311-^e Projed Monte INV. 124.05' VI E. DAVISON I / `'• / 0• TMP. X SLOPED GROUT FILL. D'elgr"d I TO PIPE W. W. PEARCE C / '�• TYP. `7 CONST. ,JOINT w AL Draw. T.O.F. REF. PLM R• 03311-13 U.O.N. d. A. BRIONES -STA. 30+a?.05 / fy, C. FATS INV. 124.05' I / J _M. I _ / Project Number "� -- —— — — —� TOP ' ✓ 0003"74-102 2'-0. 7/ 37.50' WALL1 / ra• #�06; 0 SEPIEMM 2001 it / • TSP d' LEVEL,Nc COURSE REF. SPECS 02200 FOR SUBGRADE PREPARATION Z DWMOG* O.C. W1W won ++o t N#- "`^` 0331127 ' o�oar� Q o �naz N 11'--0' K THR LINE IS ONE INCH WHEN i CONNECTION STRUCTURE PLAN 0 STA. 30+80.05 SECTION A O�n��+�� �Y. 3/5. = 1.�. 2201 8 as .- a J Reference o" I A Not part of this permit CONNECTION STRUCTURES STA. 30+80.05 �a n 85th Ave. 16580 q BUP2002-00098 sheet Number b 47 of 61 220 .:.: r,� .GcrM.::� :ei�lfwL1 .• .,•. tS97i.;He;a7GC{�.G. ..:i•,a& e, -. n�;"iM G, .,�:e,z, _,.A+.::tS�;ASd �T 1 L.. 1 1 1 1 1 1 ( ' 1 I f I Y I I f I I f T l l I I I I I i NOTICE: IF THE PRINT OR TYPE ON ANY �_Irltlr � I � ( IIi II � II � I II � ITi ► � � tIII ! 1 III T �T ,r. � `TAT 1� 11 1 I I I I I I I I i I I _f.il I I I 1 -� I [ I f -� 1 1 1 1 rC I _I I I i 11 1- I I- T f I I I ! II I I ! I I , � AS f I ( l I I I I I � ( I 1 1 l � -� IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ _�. - _ 2 _ �i '7� $ 1a IT IS DUE TO THE QUALITY OF THE y - - - _ No 36 �1Y � ORIGINAL DOCUMENT 8Z gZ i� Z EZY Z TZ UZ 6t ST GT 9iST fi� i L' i ZT IT i 6 8 L 9 Q E Z ' T ��ai�w _ IIIIIIII ►IIIIIIIIIIIlIIIIIIIIIIIii!IIIIIIIIIIII�_ I1111_HIllllllllll11IIIIILIIIIIIIIII�IIIIIIIIIIICIIII :IIIII1IIIIIIII11I IIIIIIIIIIIIITIIIIIiii�.i11. 01111 l.11il_llllJ.l lll1 � l. 1111�1��� 6 N t1 M • N A• 1M 0 ' (HDR Engi,IeoriT.g, In,% . 4 • • N i! A o SPECIFIC NOTES; CLEM WATER SERVICES O UTILITY VAULT 3030-8 OR EQUAL VAUI T AND COVER e r w • j ARE IN A TRAFFIC AREA. INSERT A METAL DIVIDER TO m N SEPARATE THE POWER AND SIGNAL CAP-ES. . a ( a r N ► �, A n O EXISTI USE STAINLESS STEEL. BUXES ON THE EAST w w • I D�,�R H.1HAA� ++ w SIDE OF THE EXISTING OUTLET STRUCTURE No. 1 As FACILITY M & BOXES FOR SEPARATE POWER AND SN'oNAL TO THE NEW OUTLET STRUCTURE NO. 2 AND OVERFLOW p STRUCTURE ELECTRICAL EQUIPMENT AND INSTRUM194TATM. WET WEATHER PERMANENTLY LABEL. THE SOUTH BOX AS POWER AND U THE NORTH BOX AS SIGNAL OUTFALL USE EXISTING POWER AND CONTROL GABLE TRAYS LOCATED '–G" OW THE THE EAST7WALL OF THE FILTERNDUIT BUILDING. CABLENTRAYSO ENTER THE ELECTRICAL ROOM AND �CNTINUE TO THE NORTH END OF THE BUILDING. RUN A SCHD 80 PVC CONDUIT FROM THE POWER CABLE TRAY 1L' PP-9009. Project Manager RUN A 1' SCHD 80 PVC CONDUIT FROM THE CONTROL CP-9034 CABLE TRAY TO CP-9034. E DAVISON ® POWER SOURCE SHALL BE CIRCUITS 20, 22 IN PP--9009 DesK. GARDNER LOCATFD IN THE FILTER ELECTRICAL ROOM. REPLACE THE BASSI EXISTING TWO 20A SINGLE POLE CIRCUIT BREAKERS WITH Drown i St1RGE NO. 1 O + A TWO POLE CIRCUIT BREAKER RATED FOR 30A. MATCH J. cARTwR�GHT AIC OF EXISTING BREAKERS. Checked `t� O UNDERGROUND CONDUIT ROUTE BETWEEN THE EXISTING D THE NEW STRUCTURE SHALL SHAM THE A. LANDRUM S NO. ' NSTRUCTURE NO. 2 — N TRENCHEW OUTLET E NIN THE ROADWAY WITH THE NEW SBS PIPE pro jed Ntnnber 00039-474-102 Date SEPTEMBER 2001 d1N> f CONDi�T15 ' (EUM > > 3 CP-9 e/»a/f f r� THIS SINE IS ONE INCH WHEN ..�..f i DRAWING IS FULL SIZE IF NOT 5 -+ i - ._ _._ ONE INCH, SCALE ACCORDINGLY. B 1SCHD. 80 PVC 0 s N EXISTING CABLE 3f8, 1/10 G THWN TAY 2' PVC–RGS, f f / 1–PR, TSP c ti ,j c a o 0 C De LAI Ln -- I z H on A SURGE BASIN N0. 1 44 OUTLL T STRUCTURES ELECTRICAL SITE PLAN 85th Ave. 16580 + BUP2002-00098 q' PLAN 48 of 61Sheet NurZr R 1' - 15' 301 NOTICE: IFTHE PRINT OR TYPE ON ANY r1 F 11 r 111 1111 1111111 1111111111111111 111111- 71`11- 71.1 TTTI 11 I I I I I-TTT 1111 111 1 11 111 f 1 1111 I I I 111111 I I I I I I I I i t r�l TI-111 ri l l i I I III r-11- 1 111 ll.T1_ _.r-f I I I I I—IT1-111 111 111 1 1111 11 --r IMAGE IS NOT AS CLEAR AS THIS NOTICE, �- 2 4 5 $ 9 lO Z �. 12 ----- — .� IT IS DUE TO THE QUALITY OF THE __ --�-- --- .- --- __—_ 1111111111111111111111111111 �111 �111111111111 � 6i I 91ORIGINIL DOCUMENT lO11aSli �i � T EZ ZT TT 1 6 8 L 8 Si� 11T11�IIuPl� 1IZ1fiL Ill. l Ell iUlllIi ILi 6 ( 5 ♦ I 3 2 I , W NG ENCLOSURE NOT SHOWN FOR EL 148.50' I r CLARITY1 12'-0' _ • • -- _ ti:R C D W-0' Larry OF E LAVATION 1'–a' 1'_0' 2-0 z10 2-#4012" O.C. TYPICAL Hill Engiree�ng, lnr. a _ FOR GUMD RAIL REF. 05522-02 AND 3/4' CHAMFER TYPICAL GRATING SUPPORTS. — 05522-03 BOTTOM OF WALL • -1406` O.C. REF. NOS SHEET OPNG. BEYOND 5 THICK CONC. PAD #406" O.C. HORIZ. E.F. IcAL--, ALUM. GRATING TYPICAL • FOR BEAM REINF. REF. CLE/1P1 WATER SERVICES 5` CONC. SLAB e e • REMF. YL'/4012' O.C. -"'-'-S 211 EL 145.00' ' • • ^ * e e E.W. 148.2'f s a • . e EL 148.50' ^ ���"^.`�'�`��'■• �'�• I.E. 145.21 BEAM CLAMP WITH • • FACILITY T606 O.C, TOP r} BOTTOMT GER 807T. OF BEAM 5' PARSHALL FLUME 15090--19 CLEVISAN ROD • WET WEATHER 2" SBS�---__ OUTFALL 4-#9 BARS W 4 CLOSbED _�EL 145.00' FOR JOINT SEAL 06 O.C. B REINF. IS 3'-0" 2'-0" '-4' �6._p�� 1'-11 'I/2` X706` VERT. O,C.,EF. REF. 07900-01 —' FROM NORTH TO SOUTH WALL 6-4 . n FILL AREA W/GROUT I NG BED z . UT I .� REQ'D. TO ACHIEVE, FOR UM LINER f 8' WING WALL BEYOND • '� NAL ELEVATION I ( 0406 O.C. HORIZ. O.C..E.F. TYPICAL • •II ; Project Manager 54 DIA. PLFF CONT. METAL WATERSTOP- '` I "� EXIT' THROAT FOR ADD'L REINF. AT EL 141.9 ENTRANCE . CDF E DAVISON OPNG. REF 03311-26 '`t` ia' '•`'fia ti -' - � �� r� tir` ,- rr:,�; EL 141.19 Designed C .Ea. `rC-'ic• rr `'.e ,t: '+. ed � '— ', G EL 140.19' W. PEARCE • 2 EL 140.19' D;wn £4 TIE BAR 04'-0" PROMVE TI:4!ADED • • • • • • • • • • J. BRIONES 0 9*LV. o.r. A 1 SS ENTIRE 0` LONG `'� �.. ' , HORIZ. ee VERT. TYP. COUPLERS. TYPICAL ''•` ,.�GRADE ALL WALLS. AT PERIMETER OF Checked OPNG. '�R01ADE CUP ANGLE AT 1�'" t, .• ':�' KNCK�COLTT PANEL L 01 F�.C.H END OF TUBE AND .••.::Y••:...: . '.':�; .:, • • • • . . CARMEN FTTTS ATTACH W/1/2'0 �: �71It6. O.C. EACH FACE �'` FOR REINF. REF. �F�1-1 z r�' ' ANC VERT, BARS TYPICAL, AT Project Number EXPANSION HORS ALL WALLS. �``� CONT. METAL WATERSTOP 2-0 00039--474-102 706' O.C. EACH FACE ` ' ' A Dote N 2-X4012' O.C. SURGE BASIN FOR REINF. REF. ALLW BARS TYPICAL AT SEPTEMBER 2001 All WA'1S. "`. FILL AREA W/ CDF EL 132.20' `4 -- �: s. c ., -•� CONST. JOINT W/METAL �. .► r •� "x._t sw` _•tir WAIFICAL U.O.N. e. '° TACK COATING 1 -0 - ` -�:'� ic` �: �. •�� �til DOWELS 06` O.C. W/900 REF. 03311-13 ,�!� REPLACE BASIN SECTION B �+ j, a s �: �• r: '� STD. HOOKS. FOR STAGGERING PAVEMENT AS REQUIRED 3/4' .• 1'_p• " • TYPICAL«SJ ''-.e,:�' a.3,• ?. DETAILS REF 03311 •' 21O u� -•:.�: r +?•� ; .f>-•• s=i,�wi' '�.':' ::. -23 #706 O.C.. E.W. TOP �•11R(Z "-•2%r;.: ,,,;�;4+ f •;,�'� ,�• AND BOTTOM OF SLAB -` • EL 00' r __J THIS UNE IS ONE INCH WHEN EL 127.00' DRAWING IS FULL SIZE. IF NOT ONE INCH, SCALE ACCORDINGLY. B CONCRETE FILL 6` LEVELING COURSE. r Q co r SECTION A 3/8` 1'-0" 209 GUARDRAIL REF. By. PLAN 05522-03 c ALUMINUM GRATING a° REF. SPECS. 05505 a _ z w e UJ as 0 2 V) w 1 `--I-BEAM ;iEF. PLAN i < m r:r< LOCATION 2-ALUMINUM L 3x3 (2.47 /FT.) SURGE BASIN NO. 1 1 EACH SIDE TYPICAL.. W/4-3 4'! OUTLET r-eEaM A��STEEL ELTA ' D GAGSTRUCTURE #2 SECTION 85th Ave. 1658 ' EUP2002-00098 a 37 of 61 g=� oa ACCESS PLATIN ORM SECTION w 209 3/4 a 1'-0' Sheet Number -_---- 210 NOTICE. IF THE PRINT OR TYPE ON ANY I I� I I I I I I I I1 III I I I III 111 11 I f 1 ! 1 � I I HT1 _� 1T L 11 .r1 - T�rt 1 I-f Tj1 '1"�fi" 1 �1 ! ( I III I I f .�.r� 11 I I 1 f f , 11 I I I III f I I I l_I_ Tr r 1 I 1 111 III f 11 I � I , IT,TI � �.� 11 • I I I ( I I I� � � 1 1 rf � 1 ( ( II I ( I 1111111 �� �. IMAGE !S NOT A A I I i I I I I 1 ( j CLE .R AS THIS NOTICE, 1 2 3, _ _ 4 _�_ __ � __ 6 __ . 7�.._ 8 � 9 - 10 � 11 12 �..� ��- � t .—� �D��.S IT IS DUE TO THE QUALITY OF THE No.36 � ,•�,�,.�„•„ � , , ORIG!WAL DOCUMENT � 6Z � � — LZ gZ 5Z I 6Z �F. ti Z tZ OZ 6t--- St Gt 9t 5t � t Et tit tt t B 8 � `. _� '•� L 8 4 E Z T �IVON III1 ILII Illi Illi (Ill ILII ILII ILII II��IIIIIIiIII X1111 l__1 �' 1.I�1 � 1�Il�l1l 1111 ILII. ILII. ILII 1111 11111111 ILII 1111. 1111,1111 ILII !111 .1111 ILII ILII ills .III ILII IL II Ill.! _Ill.! illi ll.l.l .111 111. Illi i{..{Illi 1 III llllrf�•ii i 6 ( 5 ! 4 ! 3 � 2 _ I • • ,► • 1'-0' • • n 17'-3• • • • C REF. PLAN 5'-0• '-1 1/2' ,�.'-7 1,/2' 3'-O' ' 1•-0• 8-a 3'-p• 2-7 1/2` ` VAR 8` KFUTURE NOCKOUT FLUME OPENING FUTURE 3/4' CHAMFER ALL EXPOSED KNOCKOUT PkpYIDE 4 CORNERS. TYPICAL. 210 #9' REF PANEL PANEL e " • • • 1 4 DIA OUTtFTS _ ' • ° 148.50' 1HUR ErginePrir3, I.Ic. + • . EL 14a.50' • • • --- 2' 58S --PIPE SUPPORTS 5' SLAB V#4012' O.C. PROVIDE THREADED COUP T , AND BOND PRE4XER . AT PERIM OF KNOCKOUT PANEL • +• EL 145.00' _ - •GROUT SETTING BED • FLUME UNE>, #5012' O.C. #4012' O.C. 2-0 .i � I-_ � I U • • CONT. METAL FLUME �' -1-1401x• D.C. Fc,,) FACILITY SOP CDF LINER'-•�1= ..—CONT. KEYWAY W/METAL s• P INET WEATHER EL 141.1:1 WATERSTDP. RFS. SPEC 033f 1 BEYOND WALL 0 I OUTFALL 16 CDF FOR AY INFORMATION - _ I 140.19' -� 2-/4012• ox. 2-0 .—. � �._._ � EL. 140.19' (TOP OF STRUCTt1Rl1l Sia -•. . #708 O.C. :•:.�.. -,;•.� 1:0-F .,,.,:.,.:.;�: • GROUT BEYOND Project Manager #408. O.C. .;�,.�r).- ,,.., Q FUTURE OPENING E DAMSON 12' WIDE X 5'-3• TALL ' 5012" O.C. DOWELS W 90' STD. HOOKS. KNOCKOUT PANEL Designed C �` CONTRACTORS OPTION PROVIDE DOWELS FULL B B W. PEARCE HEIGHT OF WALL) 210 Drown A 210 J. BRIONES FOR REINF. REF. SIM. 210 Checked LL AREA WITH CDF A LANDRUMProject Number 00039-474-102 CONST. JOINT W/METAL Date WATE •;:;�;� -;' .::'•.•. �: R tCAL U.Q.N. ;+• `. REFS 03311-13 SEPTEMBM 2001 EL. 129.00' L.17 771 �r1NIP a �, EL 129.00' o vL�YF j—� r EL 127.00' F` EL 127.00' �1T1PIZ,dP 60 LF1/EL1NG COURSE. � earaos �s/bs KNOCKOUT PANELS ARE PROVIDED FOR FUTURE INSTALLATION OF 10' FLUME THIS UNE IS ONE INCH WHEN DRAWING IS FULL SIZE IF NOT SECTION q ONE INCH, SCALE ACCORDINGLY. B 3/8" 4 1'-0" 209 SECTION 3/8• " 1 9_00 211 S $ V, 8 � r 2-3/4"1 STAINLESS STEEL BOLTS. 10" DEEP ALUMINUM I BEAM rd a N p d } i 1 Oo m u J • W W • • {n Vf 2—ALUMINUM < A, ALUMINUM L4X4X1/4 XB" LG � W "! STAINLESS STEEL SURGE THREADED ANCHORS W"6' EPDXY EMBED [>r..P'TH IN BASIN N0. 1 EACH ANGLE (4 TOTAL) OUTLET STRUCTURE #2 TYPICAL ACCESS PLATFORM I BEAM SECTION TO WALL- CONNECTION DETAIL C g 3/4' 209 -a 85th Ave. 16580 BUP2002-00098 Shast Number 38 of 61 211 NOTICE: IF THE PRINT OR TYPE ON ANY -r1ilr ililll-� ► I � I � I , , Illi.+ i illl � l � il � � � �. �...� �.rT r�r � 11_ .� I � ilr Ali il � Ili Ili Ili il � � il � Ili � It i i f iii i r � � i i r r r i i t i � i ► i ! i i i i i i i i i iI � I T AS I I '1� MAGE S NOT A5 ,_EAR AS THIS NOTICE � 0 7 9 10 11 12 �-. �l✓rl -� r .� IT IS DUE TO THE QUALITY OF THE — --- ORIGINAL DOCUMENT E 6Z SZ 9Z � Z �� Z EZ Z i � oz _ 6i 8I LT 9I~ 5 � _-� I E1 1 _ rNo.36 I I I T11llllIIIIIJIT II IIII !!►1 IIII llll ll�l 1111 �LII. 111� IIII IIII. IIII 111! 1111 IIII IIII III i!� l IIII illi IIII ILII IIII IIII IIII IIII IIIIIIIII ILII ��Illlill l,llillll L Till 111 Lill 11.1111.1 11.1.1 L1 U11 1.1( llllf1�11 6 _ I 5 I 4 I 3 I 2 I t I A—i OUTLET NO. 1 I-ER w y IY A D 4 " a HOR FriginePnrg, In M A A k ! i ! ! i ! CLEM WATER SERVICES A ! i ! � A �► . . e • fi 212 ! MED STRIP HYPE WATEPSTOP DURHAM rt r FACILITY (7 1 LL 21 WET WEATHER OUTFALL r / r r � r ! Project Manager r � E DAVISON Designed / E. DAVISON 5 DOWELS X 2'-6' LONG ���/��`' r 1 5" COUDUIT / Drawn C INTO EPDXY AIS.S, % f J. CARTWRIGffT Checked r !�$ / �� A. LfNDRUM PARTIAL STR U Crf U R E PLAN_ 1 ! Project Number 3/8' 1'-O" / 06035-474-102 Date 1'-•0' (FIELD VERIFY) SEPTEMBER 2001 y ,---Y 1 ,' COSTING SAMPLING STRUCTiJ ��» •� / r o�irk w ( i #5 HORR. BARS 09' O.C. DIAPHRAGM EACH FACE. LAP WITH DOWEL VALVES . / OFAVN BARS AT EACH END. h / Ile Ck R8 sass is/�i/ei o Z a � 5' NPW THIS UNE IS ONE INCH WHEN I d DRAWING IS FULL SIZE.. IF NOT ONE INCH, SCALE ACCORDINGLY. 5 VERT. BARS 09" O.C. 9H FACE PROVIDE 6" d'• o EMBED INTO EXIST. B CONCRETE WALL o m g \ •' ELECTRICAL. $ COUDUIT ! ! — REMCVE 10'-6" WEIR PLATE 5/8' SST ANCHOR BOTLS, I I !{ GASKET AND SEALANT. - I PRIOR TO CONSTRUCTION. •) ( REF. NOTE 1 1_ I.1 CREATE LEDGE L'Y CHIPPING OUT o I !{{ EX 51. CMM. 2" SBS PROVIDE MIN 3' COVER c n p PREFORMED STRIP TYPE In WATO TOP. CLEAN AND ROUGHEN EXISTING < M TM CONCRETE SURFACE I L ASURGE BASIN _ EXISTING OUTLET � PROVIDE 2" DIAPHRAGM VALVES IN 4'X4' PRECAST UTIi_fTY VAULT. STRUCTURE PROVIDE H2O TRAFFIC RATED TOP SLAB WITH 24" D14IETER EMBEDDED MODIf1CA m MANHOLE FRAME AND COVER. EMBED VALVE BOX TOP SECTIONS INTO + TOP SLAB AND CENTER OVER OPERATING NUTS ON VALVE=S. 1-1 SECTION A 85th Ave. 16580 =�4a OUTLET STRUCTURE OVERALL PLAN BUP2002-00098 Sheet Number �8 / 212 3 8 1 -0 1 - 5 39 of 61 212 ai1: .r FNa �1;::.F�dk'Sa,.a::, '.tY"3. -•.. ,.':•T, •;,:• NOTICE: IF THE PRINT OR TYPE ON ANY rTI �III Ilillll � III � II 1111111 1111 ! 11 III I �Tr � ���L.1_� y�i � �•T..IIII II1 TII � 1„r IIi ' III III IIi [ ply III III IIt III Ill f.11 il ! 1 � 11_III III r� r W! 1! � 1J11 ! � ( TCI rr!_ _rI �-III ) III l.ilf 111ll1l �. ”, I . ( I ,� ► i I I I 1 I I 1 1 I 1 2 3� 4 6 7 8 I g I 10 11 -sell - c ► , J - � IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ ._ _ _ _ � J .. IT IS DUE TO THE QUALITY OF THE No.36_ _ _ ILII illi IIII ILII IIII 1111 .1!11 .1111 Illi IIII ill 111.11(1 .111.11_ll. Ill_ 1111 IIII. 111 ZIIII�II0II 1, 11 III, IIII IIII IIII IIIIIiI :1111 11911T11 . 11 IIII IIII IIII Ililillll IIII ll�l Il6ill Ll.11 S11l � TORIGINAL DOCUMENT �� 1111fkil lII IILII1( 11Lit �6 ♦♦ y�gb '�{g4q� y y( "t� l" 1d tt I ! 9 }id j at 4t � N I 5 I 4 NOTES FOR SEDIMENT FENCES: OVEN POLs � • r <s w a YPROPELENE I. THE FABRIC SHALL BE PURCHASED IN A CONTINUOUS POLL s r u • • s � FABRIC CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF 4 m JOINTS. WHEN JOINTS ARE N'7CESSAR'Y, FABRIC SHALL BE I oro o • SPUCED 1-OGEIMER ONLY A7 A SUPPORT PO^•T 2°X2° POST MINIMUM B-INCH OVERLAP AND BOTH ENDS SECURELY o • :s- _...._. ._....._._ FASTENED TO THE POST. 1 •s -- ` 2. THE SEDIMERY FENCE SHALL BE INSTALLED TO FOLLOW THE : � -- :a FILTER FABRIC CONTOURS WHERE FEASIBLe THE FENCE POSTS SHALL BE e o • e I] carr : ?:i?�x:�%�"#3�F.x=".:.£��,z£'•. • • � - +--r<__ :`�_�'.: SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY . 4 HI OR I"ngin�e�t,g, Irn�. 5 II INTO THE GROUND A MINIMUM OF 24 INCHES. • » `a MESH CHIP BA= s ,► ■ } --- ---• ---• -- ■ 3. THE FABRIC SHALL HAVE A MINIMUM VERTICAL PORTAL OF 4 • 0 INCHES. ALL EXCAVATED MATFRVeL FROM SEDIMENT FENCE N FABRIC 1 INSTALLATION, SHALL BE BACKFlLLED AND COMPACTED, ALONG In 4 BELDW THE ENTIRE DISTURBED AREA. CLEM U GRADE _ • • o ws • 4. STANDARD OR HEAVY DUTY SEDIMENT FENCE S>•W.L HAVE r • � � � MANUFACTURED STITCHED LOOPS FOR 2'x2' POST b INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE ` r � D�f`f�'11�1� r STAY WOOD �� UPHILL SIDE OF THE SLOPED AREA. STANDARD OR BE1'hFR A r � r ST EQUAL ALTERNATE: 5. SEDIMENT FENCES FACILITY STEEL FENCE POSTS EMOVED WHEN THEY HAVE SERVF� Q USEFUL POUR OSE,BE RBBUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND WET WEATHER _ STAI„LIZED. MESH CHIP BAGS OLITFALL ELEVATION A S. SED+SiENT FENCES SHALL BE ,INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SWW_ BE MADE IMMEDIATELY. SEDIMENT FENCE Project Manager NTSo2a�o-c►4 E. DAVISON Designed PLAN G. JONES C 1 Drawn L J. CARTWRIGHT g, Chocked II FLOW MESH CHIP BAGS AS l GiT A. LANDRtiM IL - Project Number ArFROVEp BY THE B OOJ34-474-102 CLEAN WATER SERVICES 1�—° ° ° ° m °9° �%�1 f-A r- • ° Date 2 0 0 0 0 0 ° o 0 2 •° °°•�•coo c SEPTEMBER 2001 ROCK CHECK DAM SPACING , 10' TOP OF DITCH 24 MIN �-�� i♦o �♦'� AREA BASIi SPILLWAY 2 ° r a ° a0 Qa a ot 0 oa BOTTOM OF D ° OOCo oO°o a 000a sCoa O ■aD m�CR 1i C12/3110SI12/3110SV 12/3110SIr- Q 0 Q 00Qa El i. M ROCK CHECK DAM 1O THIS UNE IS ONE INCH WHEIi x 10'-0` MIN DRAWING IS FULL SIZE, IF NOT x �a; ONE INCH, SCALE ACCORDINGLY. ,�T�H BASIN ' Referenco +� r B r � tlCq Not ' p INLET PROTECTION o I this p s NTS 02270-07ROCK CHECK DAM D227D-Og NTS -C D °a m �- ASTM C33 COARSE AGGREGATE o0 MEETING GRADING REQUIREME N S U 0R SIZE N0. 7 OR SIZE NCI. 8 W W J r12' k,N � 12` FRONT VIEW $ < m A S EROSION CONTROL rags: 1. DRFJE STAKES MIN 1 FOOT INTO GROUND. DETAILS _ 48` MIN 2. SPACE BAGS (L) SC THAT "A" AND "B" ARE AT SAME Fl, 3. MIN LOCATE TE BAGS So THAT SPACING 100% 1'D" ARE AT SAME EL A �^ GGREGATE Fd TER � ,0220-10 FQ� NTs sa 1N�a 85th Ave. 16580MESH CHIP BAGS FOR DRAINAGE SWALES BUP2002-00098 Sheet NumDe• L b -C. NTS 40 0f 61 2 ,3 NOTICE: IF THE PRINT OR TYPE ON ANY rl � � � I � � � � i � � � � � � � � I ! ili � ' � iii i � � i � �. � !� -rII -r1Tr .T-JI- 1I � , Il lJl]J' .r lII iI � rlTl i.Lr r � i � � � � � ► � t l -� li rrT 1 -� 1 r r r. IMAGE IS Nr A I I ( i I ( i S CLEAR AS THIS NOTICE, I 7 -- -- -_ -- _ _ 8 1011 12 IT IS DUE TO THE QUAL11Y OF THE — --- — -- a ORIGINAL DOCUMENT �__ — -- No.3G ��—....,.M*�,",�°...�. E 6Z >3Z LZ 97, SiZ '6Z EZ Z' TZ OZ f3T 8I LT 9T S31I � T ET ZT IT 1 T g 8 L '8 4 S Z T 13w y t � IIII .111lIIIIIIIIiI .1111IIIIILII IIII ILiIIll! Lill llll ll � I - 6 ( 5 ( 4 3 PAVEMENT ALTERNATIVE N0. 1 ODOT EMULSIFIED ASPHALT CHIP SEAL 1. TUALATIN OVERLOOK. OUTFALL ACCESS AND FANNO SEE a s a .► « • TE t CREEK OVERLOOK TRAIL ARE PROVIDED EITHER CHIP � A • SEAL OR HOT MIX ASPHALT. " « il r a s • � • FANNO CREEK RETURN LOOP TRAIL HAS ONLY a w s AGGREGRATE BASE AT THE WIDTHS SHOWN ON THE DRAWINGS. 2NO PAVING LAYER D 1" FINE CHIP SEAL IST PAVING LAYER • HEIR Fngireefirt3, Inr. � + , 1" MEDIUM CHIP SEAL FINISH LACK R=1/40EXPANSION SEE SPECtFiCAT10N ,� q GRADE SLOPE 27G 'I0 DRAN SAT FULL SECfION 02221 FOR JOINT�M PREMOIDED 4' AC (Y ODOT 19mm DENSE MATERIAL REOUIREAIrZENT5 R•l1` 13' JOINT FILLER (1/2'x6' GRADED HOT MIX ASPHALT WEARING CtFJW WATER SE>Rv10ES ROADWAY I COURSE AND 2. ODOr XXmm UN-PAVED PAVED 12' SECTION LT#AW GRADED HOT MIX BASE BARER CONC WALKWAY COURSE) —SAW CUT 2:12 200% SLD SEE NOTE TACK COAT T e AT INTERFACE, TYP ® f1 1 C Ll. .�r '-0 AOGREGA7E QASE e e iiJJ J(�HAIV. 2A ODOT 19mVEMENT Tm DENSE GRADED COMPACTED GEOTE MJS7EENOTE57 METHOD D m -- �NO.2 COMPACTED 70 93 MAX DENSITY 3 ; �; — --- --- FACILITY HOT MIX ASPHALT CONCREM SUFA;RADE FABRIC2 — DIET WEATHER SEE NOTE i Z ,'�' ." a EXIST ASPHALT R e' MIN AGGREGATE OUTFALL 2-/:5 9.4 BASE COURSE— GEO TEXTILE 1/3 BC e' MIN TYPICAL. TRAIT_ CROSS SECTION A � TRENCH BACKFILL FTL'TER FABRIC (GRAVEL, SIZE 214 1 -8` EXTEND GEO'TEXTILE FILTER SECTION 02;21- TRp,C WIDTH 8' MIN + BC FABRIC 12' BEHIND BACK OF CURB Project Managor 1/4' EIC 4' MIN E aiVIS+1N, Designed 2@_0 } ACCESS D 1. MDNNOT LESS THAN 0 OC JOINTS NOT TO EXCEED 13, OC G. JONES C COAT NEW ASPHALT AND OVERLAP ii 0' RADIUS I SAW CUT FINAL JT HEAT & PRIME EDGES. BC OUTSIDE GRANULAR Drown EXISTING PAVEMENT AT LEAST 2 DIAMETER MATERIAL J. CARTWRtGHT AND EXTENDING V? THE OF PIPE OUTLET Checked STRUCTURE N0.2 WALL 8' A. UWDRUM WITH EITHER POLYSHIELO SS-100 REPLACE OR CIM 1000 URETHANE MEMBRANE _ PER 02513-02 Project Number 00039-474-102 THICK ASPHALT /� CDF SUBGRADE PLACEMENT pie PAVFIIENT AS ��_ SEE SEPTEMBER 2001 SHOWN• VERTICAL FOR LOWER AroWT� 1� CURB AND GUTTER PAVEMENT PATCh 8 ODOT 9..,mm VERTICAL CURVE o252a-1 o PIPE TRENCH� BACKFILL DENSE GRAfiED MS NTS 02513-02 02221-03 P/,04HOT h11X A`;PHALT P.T. OMITS. NTS (SEE 02221-04 FOR t34'CONCRETE 25' RADIUS P.C. a�aa� /C;l�27�A SURGE BASIN N0.1 THIS UNE IS ONE INCH WHEN PAVEMENT RECONSTRUCTION G214 DRAWING IS FULL SIZE. IF NOT � C ONE INCH, SCALE ACCORDINGLY. x � O N B (1) VARIES CONTRA-TOR SHALL SUBMIT .. r FOR APPROVAL. PROPOSED TRENCH $ C 1 a• EXISTING OR SECTION PER APPROVED PIPE MATERIAL TRENCH BACKFILL MATERIAL FINISHED GRADE UN-PAVED PAVED 12' y;W CLT NOTES i r_jW RGfelrenco ani UN 1. EXTEND CDF T -- MATCH EXISTING L`I',-TURBED TRENCH RENCH �j x N � Not SIDENALLS, UNDISTURBE4 �' PAVEMENT THICKNESS part ......................................................... Of this permit TRE'0ICH BOTTOM AND TO �CDF 12'18' FROM EXISTING OR SEE SPECIFICATION n FlNISHEU GLADE SECTION 02237 — FOR MATERIAL u 2• FOR LOiKiv.NS AND REQUIREMENTS Li CL C o -- WIDTH OF COUA4S SEE — o PROFILES W W y a s BC a 96' (1) 6` 7• a Lu W W y� !A ton 18' MAX m 18' GRANULAR PIPE z < as 18 EMBEDMENT A a GENERAL — DETAILS 12' TRENCH a SECTION — 84"' PLEF' f CDF SEEPAGE CUTOFF COLLAR Ozz3?�� 5th Ave. 16580 Nr5 02221--04 I 8 WS BuP2002-00098 Sheet Number 41 of 61 214 NOTICE: IF THE PRINT OR TYPE ON ANY � ��i � I � I I I I l I l l I l i l I l l 1 1 1 1 1 1 � l 1 1 1 1 1 III IIT I I l I I-!_ ! �•i e .L�.�. 1 1 1 ! I1 1 I I III II I I I f ! I I I I I I ( ! ' III III Iii III ( III I^�1 I��ITT�T �_ III I I I 11 iii T 1 ( I I ( f � � 111 .r I ( ' 1 1 1 1 1 1 1 I � , IMAGE IS NOT AS CLEAR AS THIS NOTIC.*E1 I I I I !TIS DUE TO THE QUALITY OF THE _ _ —" ----- No36 ORIGINAL DOCUMENT I(I I�. I � L 9 � E Z T �►rii3w Ilii I{II ILII (III LI11 Illi IIIc ILII Ilil ILII I,II 1��1111 _L111 II11 Illi llll li�,�,��1 I11I �I�I .Illi Ilil ILII ILII ILII ILII illl Till IIIIII�II ILII .illi ILII Ilil IIIc ILII,-Illi lull Ll1.l llll 111 Ill Ll.11 .11.1 ll.11 �l � hl �111I��! ! 6 I 5 I 4 I 3 ! 2 r t$ N ft 4 w . NQS FOR CROSSBUCK SIGN CONSTRUCT COLLAR WITH CONTROLLED DENSITY FILL TO LIMITS %XM4. PROVIDE NEW SIGN ON 1. RAILROAD CROSSING CROSSBUCK) IS TO BE SEE SPECF1CATK*IS FOR ADDITIONAL BOTH SIDE OF TRACKS IN INSTALLED NO CLOSER THAN 15 FEET TO THE *FORMATION, TYP 2. • • « w APPROXIMATE LOCATIONS SHOWN CENTERUNE OF TRACK. a HI►R F'nglrePrirg� In,-..2. SIGN R i 5-1 (SEE SFC'TION 88-2 OF THE MANUAL ON I UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR PI 102' JACKING PIPE e d • « « * ' A' ,iuHT AND DETAILS)- STOP 3. DIMENSIONS OF CROSSBUCK PANELS: 49'x 9' N CLEAN WATER SERVICES R R 4. WHITE BACKGROUND WITH BLACK LETTERING. _ • • W • • ,� NOTES ME STOP SIGN: • e • t ADVANCE WARNING a'« ti I • • I D U R HAW' SIGN, TYP 1 1. USE SIGN R1-1 (SEE SECTION 28-4 OF MUTCD'J. FACILITY 2. DIMENSIONS OF STOP SIGN: 30'x 30' (24'x 30' MIN.) I ' PLEF WFT WEATHER 3. RED BACKGROUND WITH WHITE LETTERING AND BORDER. i OUTFALL PRIVATE CR05SING � I NO TRESSPASSING 1 MM FDR ERIVATE CROSSING-/NO TRESPASSING SIGN. PRIVATE CROSSING 1. APPROXIMATE DIMENSIONS: 24'x 30' MINIMUM SIGN. TYP 2 N 2. WHITE BACKGROUND WITH BLACK LETTERING. Project Manager NCT1S FOR RAI!_RQAD ADVANCE WA_RNlPlS Seamy; E DAVISON [ia� DNMETER OF CASING 18' [MIN. 8' E. DAVISON I. PLACE RAILROAD ADVANCE WARNING Sh�N AT SAFE DmignmA MMIN.. STOPPING DISTANCE OR NOT LESS THA► 100 FEET C FROM TkACK (SEE OAR 741--110-0040(11). Drawn 2. SIGN IS W`0-1. SEE SECTION 88-3 OF MUT'CD J. ('.ARTWRIGHT Checked ��• JACKING PIPE END COLLAR A. L.ANDRUM RR CROSSING WARNING SIGNS 3. DIMENSIONS: 3C- DIAMETER. SCALE -- Project Number SCALE '! 4. YELLOW BACKGROUND WITH BLACK CROSS BARS 000.T9-q 74-102 AND R'S AND BORDER. Date SEPTEMBER 2001 ;7- a�ccoN D0 �rQus is/u�ai 45' 46 THIS LINE IS ONE INCH WHEN THIS x DRAWING IS -ULL SIZE. IF NOT u ONE INCH, SCALE ACCORDINGLY. RISER _ 8 BAND • $ N C aha \ 3( 30' 15' 1.7 APPROXIMATE RUNNER PLACEMENT FINAL. CONFIGURATION TO BE SUBMITTED AND REVIER'ED BY ENGINEER. MAXIMUM SPACING OF RUNNERS NOT 0 TO EXCEED 8 OR AS RECOMMENDED BY �1 MANUFACTURER. Y Q m MATERIALS BAND 12" WIDE MIN STAINLESS STEEL N JR a RISER 2 WIDE MIN STAINLESS STEEL - - RUNNER 2' WIDE MIN GLASS REINFORCED PLASTIC MIN. 11' LONG FASTNERS STAINLESS STEEL m _. �.-..�. A4� MANUFACTURED METAL SpACER Reference on Not AILRSM pof t t� !S �~ �48 SAN & 84 PLEF PIPE SUPPORTINSIDE ,LACKING PIDE SCALE - gsa 85th Ave. 16580 61 [3UP2002-00098 Sheet Number do 42 of 61 215 ... ,. - - ... .` W=tia�r :.c moi'•. .:ljGafir .... .:J. �b;: "'�'.q,_ 'yy` y.�'y 'tgiw,p�.+- r , —.. :•... ' '..-�.:.__...:_...r- ..... .�rMww-.i.�wruanrNMrr.yw.r-�kt�d'��rP.rMr'MYa°::t.:e. NOTICE: IF THE PRINT OR TYPE ON ANY II� � I � I � ' ill ili � ili � � llill Ili Ili Ali � I-r � I � � 1 � -rlr r �.�r Tr T-JT �� -�T1. .� �1. .i1 � 1 .i.1. .i � 1 .r � 1 ij � i.1 � � � � 111 11 � 11.1 11 � r11.1r11 111. -rl1 r� � 1111111 tI � rr� 11rlili iIi � Ii � Iilili ___r_.. ^ IMAGE IS NOT AS CLEAR ,AS THISN 1I I' I ' NOTICE _ -- 2 — _ 4 6 7 S 9 10 11 12 IT IS DUE TO THE QUALITY OF THE -- -- - — - — __ _ No.36 :; �'w. - J ORIGINAL DOCUMENT - - — ----,---- — T _-- -- -- - E 6Z SZ ( LZ 8Z 5Z � Z EZ Z TZ OZ 6T 8I LI 91 9 � fii ET ZT iI I I f3 $ L 9 9 y £ Z ILII ILII ILIIIIIIli111IIIIIIIIIIIIIIillllllllll11 �1_Illlll�ll_1.1lllllllll�l11111. 111I IIIlliIIILII ILII ILIIIIII ILII ILII ILIIIIilalilllillLIIILIIILIIILIIILIIILIILIII�illl _llllll.11J �1I '. ~ levl�w � ` I ill 1111 ►1ll laI ll . l(II���I 6 I 5 I 4 3 2 I 1 I • • ! • • • N N N • « a � • i • i • a • D N � . • • • • • • • • i • • • b * HDR Engineering, Inc. y N i • • • • • • FOR RAILROAD CROSSING CONSTRUCTION REQUIREMENTS AND CONDITIONS SEE SPECIFICATIONS CLEAN WATER SERVICES ACTUAL POLE LOCATIONS • R • • �, • i . • ARE SHOWN ON PLAN b b • ,� • • s a w s • • s . • a a PGE rG EArA HIGH • , . . • • • • • DURHAM VOLTAGE LINES • • i • • • • a PGE El,; POWER ONES A * , • . • • • • • FACILITY TO BEED - 140 -- WET WEATHER CLEAN W SERVICE; _ PORTLA ND& EST RN CWS EASEMENT 14o OUTFALL 135 DUF CITY PAF X \90 rt o: 135 Project Manager 8' AI MU PERMISSIBLE^- E uAVISON 130 CROAC ENT FOR A CKING PIT Designed CEXIST 3 0 68! PLEF 130aa IE I E DAVISON 0 F PREVERIFY TitiN Drawn 125 -- - PRIOR TOC NSTRUCTION J. CARTWRIGHT Chocked CO OR TO 30' L 125 A LANDRUM SL PE ORB r 10-11't OF EV KF1 LIMITS Project Number 120 "' ._ ;EC 0G NOTES- 00039•-474-102 Oats LOW TUAIA71N — 120 O AT&T/MCI FIBER OPTIC CABLES. IT IS REPORTED BY SEPTEMBER 2001 E _ DIVE ION STRU RE OTHERS THAT CABLES ARE BURIED 3'-5' DEEP. SEE SHEET 205 CONTRACTOR TO PRE-VERIFY LOCATION OF EXISTING S FOR DETAILS CABLES BEFORE CONSTRUCTING JACKING PIT. CONTRACTOR TO DESIGN AND INSTALL TEMPORARY 11S """" j -- }} STRUCTURAL SUPPORT SYSTEM FOR CABLES. NO — 1 115 SETTLEMENT OR MOVEMENT OF THESE CABLES WILL I V BE ALLOWED DURING CONSTRUCTION. d�ayt{�1�. JACKING PIT ! ! I,-)\ FOR THE RAILROAD UNDER CROSSING SHOWN 110 �� CONTRACTOR WILL INSTALL COMPENSATION GROUTING \��C Q1 �¢ """` -'""„"'"”' �-- ---- � PIPES BEFORE JACKING OPERATIONS START. SEE ` DO VE}E 94.7�G s81 Ss � 1 110 SPECIFICATIONS, FOR ADDITIONAL DETAILS. PPRW TO C?NMLl0Tf0NPROVIDE SYNTHETIC RUBBER END SEALS AS MANUFACTURED BY PIPELINE SEAL AND INSULATOR, 105 INC. MODEL S. PROVIDE 2 STAINLESS STEEL. CLAMPS I ---� - I�� � FOR BOTH JACKING AND SAN PIPES. THIS UNE IS ONE INCH WHEN x VERTICAL 105 DRAWING IS FULL SRE IF NUT SLOPE O FORSEE SHEET N PIPE UPPORS.INSIDE JACKING PIPE ONE INCH. SCALE ACCORDINGLY. RESTRAINT,100 8 ------ - -- O iFOR 48' SPIPE P 8 100 BAC1. STEEL. AW LUG:PIPE ALTERNATIVE: DISHED HEAD SPOOL • g N PIECE, WCO INDUSTRIES. `� \ 32. DUCTILE IRON PIPE ALL.TERNATNE: PROV $ CZAUIDE 1 'MI. 3 IE 102.5 RESTRAINED PLUG OR CAP. 93 - �_�_ - -- i AGED ©TERMINATE CDF FLUSH WITH TOP OF STRUCTURE cJ i SLOPE R NT 95 j { EXISTING 30" SAN SLOPE x.0028 IE 96.2 TO REMAIN IN SERVICE 90 _ _...`... --------- ........-__._ _�_ PR FY IACATiO NEW 48" SS "-PRIOR TO CON5TR ON o STUB 90 r. IE 90-25 4 IE 00. ELEV TION 89.5 S_ 55 °1 m 8 LEAVE I PLACER - UO -Hef J I JACKING E LIMITS 2' .sem e r e n c o oni w 80 -____ . _....,._.. . _ - _ - (M!" SAN LIMRS 90') > VER'l", _ _ �._ _._ Notpart of t� iSpermi - i m . , 48" SANITARY SEWER PROFILE OF SANITARY SEWER GROSSING RR ® M.P. 35.05± (STA 771 +82±) SANITARY SEWER � 1" — 10' HORIZONTAL '--'--'—' 1" = 5' VERTICAL RAILROAD CROSSING PROFILE F-- 85th Ave. 16580 BUP2002-00098 Shoot Number 31 of 61 204 ICE: IF THE PRINT OR TYPE ON ANY � � � � � i � i � l I � II � � � IjII � � r � � Ili � i i � � � � , r � i-L�_jI II.1_I-r� r IMAGE IS NOT AS CLEAR1 I I I ! AS THIS NOTICE, 1 2 3 4 I I � � - -- - ----- 5 6 7 _... �L- `� D�.r IT IS DUE TO THE QUALITY OF THE - ---- -- --- - -- -- 36 ORIGINAL DOCUMENT ZZ111111 1111311 11 9Z11 I T11111 'di-litf Z� gvZiii� ilZ t ��yi;lw � a ns s I 5 I _R 4 I 3 I 14'-0" a 4'-3' S'-6' 4'-3• • s • �a +• � • • � � • w VAULT ACCESS UD * w • • M v, • • M • • we •+ • • • tl Y • �` • • • • • HDR Engineering, Inc. FOR AWL REINF. AROUND o + • • +• • • - OM FEF03311-26• LBX6X5/16 W/1/2'* H.CA O 12" O.C.OC ° + I I CONT. AROUND PERIMETER OF ACCESS LID. W 1 2 . I I MITER AND ANGL.ES T CORNERS D.C. i ICLFAN WATER sERyICf5 I I 1.-o. 12'-O" It-ow " �� + w 18' N04IAlr! VAULT ACCESS LIGE REINF. W//506' + + O.C.,E.W. IN CENTER OF SLAB • • + • • . " h -ry- / CMUDURHAM ---_--- ---_ 1 -----� i� IN BOT. OF�FSLAs ALTERNATESQUARE FACILITY 1 . I I 'o N AT EACH COURSE yy WEATHER I I FOR ADDITIONAL REINF. � • � I r____ AT OPNG. RL•F. 03.31 -26 OUTFALL I j I v , _ PROX GROUND EL 114.0' N -- // GROUT. VAULT AfCESS UD I i I �I �I � TYP�CAtWATaALL CELLS. I r n o a> SLAB-PROVI�TYPICALHOOK INTO I APPfiOX TOP EL 112.0 ' I REFERENCE "'""' Project Mona9er 1 I SPECIFICATIONS --•� —• :•.. • I o E DAVISON 32200 FOR BACK- --� �_7t 9 FILL REQUIREMENTS +. _— Designed C L-------------- ____--___-_ -_j �'� • SECTION C W. PIERCE ' 2-0 _ a 706' 7. OF W, �2-#408' O.C. 3/4' � 1'-0' 205 �Jn BIRONES I 8077. OF SLrtB C I Checked A. LANDRUM 606. O.C. VERT, Project Number LIFTING EYE, 4 REQUIRED). REQUIRED CAPACTIY TYPICAL. 00039-474-102 OF 1500#EACH UFTING EYE AND ALL LIFTING Date EYES BE USED IN MOVING LID. DB//L L4X4X1/,}XO'-B" LG. 4 TIE BARS 048' O.C, SEPTEMBER 2001 PLAN 0 EL 11 2.0± #706*. TYPICAL RiZ. 'EACH.1/QWICAAL). ANCHORS E.W. :1 WELD L S TO W10 W/3/16- FILLET /3/16" 3/8` " 1'-0' A LLET WELD � + 205 �� I! • p PACK GAP WRNON-SHRINK CUT TG? COURSE AS RQ'D_ EXIST. 34' SS INV. � 205 FOR TYP, ADD L REINF. AROUNI7m GROUT BED (FIELD VL.'`�FY HEIGHT OF EL 96.2' OPNG• REF. 03311-28 ' ;a 0" PIPE PRIOR TO START OF FIELD VERIFY DUE TO N FOR WORK). NRRY SHEET 218 1'-0' SLOPE OF PIPE. FIELD VERIFY 12 a SLOPE OF PIPE - REF. NOTE 3 50- I.D. STEEL SLEEVE 48*SS — 205 THIS UNE IS ONE INCH WHEN CAST N PLACE WITH WWAU- CENTERUNE OF ) I— `- DRAWING IS FULL SIZE. IF NOT �� ONE INCH. SCALE ACCORDINGLY. SEAL �AIODUlAR MECH. I � v _ �. . .. BSEAL o1 WY—1�5 I '�•"w .as. w.r :wr.�. .s +e. ...� wi. ••. CJ SCDF BACKFILL REF.HEET 204 FOR "�' REF. NOTA: 4 e S 0 LIMITSv(IST. 30"SS TO REMAIN o° I I A SERVICE. PROVIDE I I 48" SS INV. REF. NOTE; SUPPORTS PIPE SUPPORT SECTION p EL 90.50' 3/8" 1'-0' ALTERNATE A 205 61 0' TYP. C CONST. JOINT W/METAL c CENTERLINED(ISTING 30' SS 205 U 0 NRff. TO REMAIN PORARILY IN PLACE 03311-13 C e•--.�-r— d 0 a 0 part of this permit afeirenco o 0 #706' O.C.,EW. m TOP & BOTTOM 2-#6 OWLS.06' O.C. W/90' ~U o: _ STANDARD HOOKS. FOR STAGGER o 0 - '� '"' — — — 6" LEWLIN, COURSE I --REF. SPECS 02200 FOR INFORMATION REF. 03311-23 W B SUBGRADE PRER RATION 'n205 REQUIREMENTS uj 7 '0 g•-Com_... ._— T-0• 6 v► ADJUSTABLE PIPE ROLL ORAPTOLOO FIG.PROVEDB PROVED QUAL q NOTES: Zo t (4 TUTAL EQUALLY SPACED) �I I. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR EXISTING 30" SS AS REO'D. UNTIL FINAL SUPPORTS ARE IN PUCE: NOTE: -W10X22 LOWER TUALATIN CONNECT W10 W/DBL L4X4X1/4XD'-8' LONG W/ DIVERSION -- 14 TIES BOBS O 2• ADJUST LOCATION OF SUPPOICS AS REQUIRED TO MISS PIPE JOINT LOCATIONS. 3-1 2•f ADH. ANCHORS EACH. /FOR TYPICAL CORNER 48" O.C..E.W. TYP. WE ANGLES TO W10 W/3/16' FILLET' WEIR. STRUCTURE BARS Rff 03311-22, 3. PROVIDE PREFORMED STRIP TYPE WATERSTOF CONTINUOUSLY AROUND PIPE. 4• EXACT LOCATION OF PIPE BELL AND WD LENGTH IS NOT KNOWN, ADJUST FINAL LOCATION OF STRUCTURE SO THAT PIPE SUPPORT SECTION E PIPE BELL IS NOT CAST INTO NEW WALL 19'-0' 5- FOR ALTERNATE B PIPE SUPPORT REF'. E 3/13" 1'-0" 205 ALTERNATE B z.74� SECTION A 2D5 85th Ave. 16580 3/e' Sheet Number � . 1'_0• 205 SECTION 3/e• t'—o• 205 BUP2002-00098 32 of 61 205 NC)TI I I r I I I I i I I I I I I I I I � _ - � � �. CE. IF THE P I I I I ( - RANTORTYPEONANY >-'� i ► I � I I � I ! � I I { I I ( lrrrli�r, r rr� Ir � �� r � 1T 117 VIIIrrllrlllll � 7 rrl � � I � _.zIiI � IIIIIrII ( ( I ( II ( � l 1 I T I I' I I I � I l l f �l� I I � 1 � I I ' { t I I i i I I I I I , ,' --� . s Y: •. �.:..: . : . . .. 1 1 { I1 { I I _ ^ ` IMAGE IS NOT AS CLEAR AS THIS NOTICE �T �-►. 2 3 4 _ $ 9 10 11 1And IT IS J DUE TO THE QUALITY OF THE -�_ _ �_ No.3e IGINAL DOCUMENT E 6Z 8Z LZ 9Z � Z � Z EZ Z TZ OZ l; I gi LT 9I 3i fiT Ei ;rI IT T I Ilii ILII Till Illi ILII ILII ILII Illi Ilii ILII ILII Illi 1111 1.11.1 LLLI Illi. 1111 ILII. lill Illi Illi iii! Ilii till illi illi lil�llill illi :Till ILII Il(l -Lill ILII ILII I(II Illii.�lll 111+� lll ilii 111 l-Ill Illi lill�ll.l1 � llll .11. IIIIr�II, mac. 6 ! 5 I 4 ! O `� N o ,� � �' .is w • • y • o e • i o o °� i i i a i � • i HDR Engineering Inc. • e • • t w a w • • 84' PLEF ' a ++i + o '� * • oo • � • * • � dJFlW WATER SERVIGFS 28+5029+00 4 • sww • oi • • • • w 29+50 *00 i DURHAM ---_.�._� - -• FACILITY -. WET WEATHER OUTFALL Project Monager E. DAMSON Designed E. DAMSON a DrawEXISTINGTREES TO BE n rown ""~� ``� "~ NOT SHOWN FOR CLARITY REMOVED J. CARTWRIGHT Checked Project Number 00039-474-102 Dote SEPTEMBER 2001 -'."`--�.�y� 130 -SLOPE -REGRADING � � MAI-An-- RETWEEN ENEr~RI INS' STATIONS 28+5Q± AND- 9+' � THIS UNE IS ONE INCH WHEN DRAWING is FULL SIZE. IF NOT ONE INCH. SCALE ACCORDINGLY. B 20' S c rpi. N Ci Reference 8' CLEAN NATIVE FILL , Not part Of this � � perms RECTOR® SLOPE c APPROXIMATELY 1;5 TO 1 �o 0 a — � o y^ m L R W W Vl V) 20' ALL WORK IN THIS AREA, INCLUDING APIPELINE INSTALLATION AND GROUN .i / RESTORATION SHALL BE COMPLETED GROUND BY SERIFJNBER 15. 2002. RESTORATION � DETAILS R T BF�IEEN C�.�(�T�" ,-KEINE STATIO - ry_28�+00 29+75 a NTS d�e 85th Ave. 16580 BUP2002-00098 Shoot Numb 33 of 61 206 NOTICE: (FTHE PRINT ORTYPE ONANY �� I �1ii � { � I � I � ililil � � I � � � I � � { i � ili il , � , i � � (i. ��l _� �.�-I1�.�- rin� -1fr_ _T.C� -� 11. r.i- �i���r�.li , i � i � liIi � i � i � < < I , i � i i � i �— . -�P TI.rrT Ii_ 1 , � � ► rr _i -� _� � 1- illi Kiri i i � � i i i � i � i _�. IMAGE IS NOT AS CLEAR I + I AS THIS NOTICE, 1 � _ I � i � I 3 4 ,� IT IS DUE TO THE QUALITY OF THE - -- - - - - --- --- ORIGINAL DOCUMENT --- - - --- - E 6Z III1 ILII Ills Ills Ills Ilii Ill! ���� !I!{ IIlI Ills ll�J. i111 �1_111�IL IIII_ lll� ILI ills ILLI Ills Illi Ills ILII ���� IIII Ilii I!II IIII :Illi IIII Illi IIII ILII Ilii ills ills .Ilii Ilil _� ill Llll [Il Isis LFII L1ll .l.l.11l i I I1�1�11 Y 6 I 5 � 4 3 I 2 n « D ear • � * " � • e w s • + • FOR RAILROAD CROSSING CONSttnxmON REQUIREMENTS « y « HDR Engineerino, Inc. AND CONDITIONS SEE SPECIFICATIONS. + �` • �: a « _ + e « + CLEAN WATER SERVICES DURHAM ��� FACILITY 'rXS E °'T �URHAM lX PARK WA ER SIIf_ WET WEATHER ' PORTLAND & WESTERN RA',LROAD/ ODOT RAIL Dr11SION DURHAMF ILTOUTFALL a o _63 MPENSATIO 4 GROUTING R SETTLEM CONTRO � Project Manager 135 ACTUAL POLE LOCATIONS a E. DAVISON ARE SHOWN ON PLANS --�-f-a—— 135 Designed W I PGE OVERHEAD H �_ E. DAVISONHW DYOLTAG'E _ .J Drown 130 2 I POWER LINE — J. CAR'iWRIGHT I 130 Checked JACKING Pr; F—_ 1A. LANDRUM 125 Project Number 00039-474-102 B—L _ 125 Date _ SEPTEMBER 2001 102" DLA - I 120 JAC KING PIPE ' 120 ♦+e 1 xi�� aaooM 115 r •� � _.. , �.� �'k � 115 /C F DAV1 84'{ PLEF 110 ; 110 THIS UNE IS ONE INCH WHEN DON IMINCH . FULL SCALE AC ORDINGL Y. JACKING PIT — 105 ___ 1T_ -_^__ o 4 w 105o N \ 100 -- � 1) - col 490 25+00 25+10 25+20 25+30 25+40 25+5C100 25+60 25+70 25+80 25+90 26+00 26+10 26+2 OAT&T/ MCI FIBER OPTIC CABLES- R IS cc REPORTED BY OTHERS THAT CABLES ARE BURIED 3'-5' DEEP. CONTRACTOR TO PRE-=VERIFY LOCATION OF EXISTING CABLES w o PROFILE OF OLITFALL OROS-aING RR © MP 34.9± (STA 761 +C.)6±) BEFORE ADVANCING THE JACKING PIPE o a 1• 5' O THE COMPENSATION GROUTING IS REQUIRED. % m FINAL REQUIREMENTS 'ro BE• ex cc GROUTING SUB CONTRACTOR. DETERMINED BY J _ END COLLAR SEE SHEET 215 FOR DETAILS, B B ®FOR CARRIER PIPE !SUPPORT INSIDE JACKING Ln — PIPE SEE SHEET 213 FOR DETAILS. 0 < m A OUTFALL RAILROAD CROSSING PROFILE ROference on � Notpart1�o , this permit s 85th Ave. 16580 do BUP2002-00098 Sheet Number 34 of 61 207 ", r. •:,...q "i.,y<�y,^ r'. f=�, ,2Wa NOTICE. IF THE PRINT OR TYPE ON ANY I � � � I I I III I + � I I I I ( I III I ( � I1I I1 � I I ( I ( I I I ! I C 1 I I ( I � I.TJIJIp [ [ � ( I 1 11 ~- -� IT I 1 1 I I I I I I I I I I I I I I � ( � ! ! I I II 1 f 1 ! 11 1 1 II If I iI I I 1 1 1 1 1 1 II I I l I ( ( I 1 1 1 (1�! I I � l� 11 Cf f C � (- I Tr� 111111 ( 1 1 1 1 � ► f I I , IMAGE IS NOTA ! I I � I ` � I I r S CLEAR AS T. .fS NOTICE, � 2 � � � � ; 1 � IT IS DUE TO THE QUALITY OF THE No 3a ���•��� ORIGINAL. DOCUMENT OST 6 f3 I atai�w ' �IIIIILIIIilll11l1111III! ILII111111111�1111IIIlll11111l� 11«J111IIILlItIlllIIIID ( I1 t lI111111 !IIIIIIIIIIIIIIIIIIIIIIIIIlIIlIIIllllltillillt, llllllllllllll .11�l �l�ll.l L�lll_llll llllll_Il [III ll��II� I11 � 111. 1111�1��11 s I 5 I 4 I 3 I 2 I 1 ! • • • q " aa • qq" • � • • • • • q • " D a • • • • q • • "o • • A b • HDR Engineering. Inc. �' " • b b • • + • a • •e 9 • a •• •• CLEAN WATER SERV l3 • a • + • • • b 208 RAIL f e " " • � TRACK 0 100 • • a w • • • DURHAM ''� FACILITY WET WEATHER I OUTFALL — — Q 2" CLr I 4OP QBALLAST I- „ Project Manager OF BALLAST LAYER E. DAVISON r" I" DIA SCHEDULE 80 SPI.I T I" PIPE I'-0" AT TIP. SPREAD Designed STEEL PIPE ENDS SLIGHTLY AND DRIVE TIP 2'-0n J. JACKSHAW BELOW BALLAST LAYER. Drawn C J. CARTWRnHT -- Checked SURVEY MONITORING POINT A. LANDRUM SECTION PARALLEL TO RAIL Project Ntx Lw _ CARRIER 'PIPE NTS 208 00039-474-X02 o Date SEPTEMBER 2001 — PR _ A �y 208 �'— -- — t�61 ww+♦ ILAI ole[uoN € JACKING PIPE �,'4rn.,d+�' � 2' FROM TOP EDGE DAC OF SLOPE. T1rP JACKING PIPE_ in/u/01 o x THIS UNE ISS ONE INCH WHEN DRAWINC IS FULL SIZE. IF NOT ONE INCH, SCALE ACCORDINGLY. io s CIO � RAIL o rlrs CxI a 40 — \-TOP s OF --OALLAST 15 BALLAST tr o 0 $I" STEELD1PIPE EDU:E 80---' 4 i J� PLAN LOCATIONS OF SURVEY POINTS SPLIT I" PIPE 1'-0" AT TIP. SPREAD 4 ENDS 1.11 GHTLY AND DR I VE T I P 2'-0" in t� TO MONITOR VERTICAL GROUND MOVEMENT BELOW �AUAs�T LAYER. – - NTS SURVEY MONITORING POINT SECTION PERPENDICULAR TO RAIL a 0 < co NQI� NTS 208 A TYPICAL. FOR BOTH RAILROAC UNDER CROSSINGS GROUND MONITORING AT RR CROSSING $� Reference oni Not part of this permi 9 • a 85th Ave. 16580 BUP2002-00098 �4 Sheat Number 35 of 61 208 b 1 ..r Y 4' _.�.. ,P 2::i ��., '� ,. _;:V i •, .. „: .:. ,fl�,• e4 is ' .'Fy`..r r :,.,._. r __—I .C-1 � �_I .TII' l1I lIl__I._I_f 1-111 II II I l ( r INOTICE: IF THE PRINT OR TYPE ON ANYr971 -IIIII l i IMAGE IS NOT AS CLEAR AS THIS NOTICE, L 2 4 5 6 ' 7 g 1( I 0 IT IS DUE TO THE QUALITY OF THE _ -- No.136 •,;' w ' ORIGINAL DOCUMENT E 69 8 Z L Z 9 Z 5 Z Z E Z Z G T 9 T 5 T T S T Z T T T I T 6 �18 — L S ^9 �' F; Z T Ilii III) ILII Ilii ilii Ilii ilii ilii ILII Ili.l Ilii llt 1111 1.1Ili.1 _�ll[ llll,llii. Ilii ILII Illi Illi Ilil.11ll Illlillll ILII ILII ILII Ilil ILII Till I II ILII I I II 111,1 i I I it 1111 1111 lLl ll�llllll .ILII 111 1111 LLIII 111.1 it .11111.1 .1111P�1I f 4' 6 � 5 4 I 3 2 i 1 ' 1•_O• 17'-3• .._ A 11-00 EQUAL E L'Al. EQUAL EQ - -e 1/2'/4 _ r.1-4 i f 2'-a 1/2' e TOC (SLAB) 140.19' DENOTES DIRECTION OF SPAN dr BEARI BARS TYPI,J4L T.O.C. (SLAB) 140.19' T.O.C. (GROUT BED) e ■ 141.19' D REF. NOTE Z i ■ HDR Engineering, Inc. I m 10 0 _ a ■ * w + — CLEAN WATER SEI ICES CDF C I 10X6 DURHAM I .;° r• WET WEATHER I SODIUM BISULFRE DIFFUSER -- (; SPIFFY 211 EDGE OF MAT ' ' '': ':I,.- 7'-8 , 2• :2; 1s OU LL 210 I I 40-0- M FOUNDATION / ti. ;�_ ULTRASONIC t ? ' _ •:. LEVEL MOUNTING, I i g' WING WALL �:�;��`: :,- FLOAT ~ '••��""'•"`� I 10x6 I REF'. NOTE 4. WELL r' - y'•:: `° . • Project Manager I f GROUT BED - r I- MVISON 211 I- ---_'` A { 1 ,`•..:.;��:• .:s • Designed W. PEARCE e Drown At 10 ti:' 'j: 4: y,.._ .� J. BT210NES I 1 I `:•"' .c= Chocked • w. �•1':_ 'r• =yL r .'-' ,' ..r CARMEN FTTT� OUTLINE OF 10' FUTURE FLUME .' :. -' „ T.O.C. (GPOUT DED) �,, I t (NOT IN THE CONTRACT-FOR °:,.,��''�• . •j: :ti?., 141.19' '1'�,`I.••Yw1'~' Project Number FOR GRATI SUP RT I CONTRACTOR'S INFORMATION 0NLY) ': ,� 'Y . I '�: w .t,, y: R 00039-474-102 '�•:':t' i.� i1J{� T.O.C. (GROUT Date I • �` r '�'« BED) 140.44' H N SEPTEMBER 2001 13 2' SBS I o 01 GROUT FILLmc to , ,,,� ,• .. ,;• Q •ti+� _ 1 ■ ■ ♦,��1#fid I 10x8 I '• .t';r.:.,- ..' .. V1 -`i `'- as w + T.O.C. (SLAB) 140.19'-----,, ,:,•�, _ •i _•.:,:' T.O.C. GROUT BEP) "': - ::c • L ao x GUARD RAIL 'r: r - .. 40.94 TYP. U.O.N. •a !.•!:''.�„. ^..E_~ r.�y,.., '.••_:} .;'0 '.y Ti,r� CONT. METAL WATERSTOP a :• ,: �. :gF ar_0. >. I is TYP. WHERE SHOWN 9 T.O.C. SLAB) mnds 1� �•� :• 'J , `. ;-;1 i .• �,. 140.19 . ` E ICH WHEN THIS UNE IS ON I o DRAWING IS FULL SIZE IF NOT ONE INCH SCALE ACCORDINGLY. 15070-01 I w • 4 .— + — B • .- /�----`---- I ( T.Q.C. (GROUT BED) o g g T.O.C. EL 148.50' I 140.94' I I a- TYP. GUARD RAIL % a 1 Q I I 210 _ •'.. I �� / FOR KNOCKOUT 211 ( I 48'x 4a• VAULT DOOR. I . I PANEL INFO, REF 210 211 / FOR ADD'L REINF. AROUND I o 0 1 a \I I I 18'x 18• Oma• REF. 03311-28 ( I 0 it 211 c i I I SERVICE SINK (BY OTHERS) :�'-7 1/2" 8'-O' 5'-71/2' a 4 ��/--------- I� ( REQUIIRRED)(� \ I 1 0 60 8 4• DIA. PLEF 01800-13 Q ° d. . .:.• s• ' . FOR CONTINUATION PRE-FABRICATED c SEE SHEET 108 SAMPLER ENCLOSURE NQS' SEE SPECIFICATION I. ALL SLABS TO RECEIVE GROOMED FINISH. ..:"..�.••.•:.�`..<',w.:;•.. •• FOR DETAILS CCF A, 2. ALUMINUM I BEAM 10X8 (10.28]/FT.) W/MINIMUM I 155.79 10 GRATING SHALL BE ALUMINUM. SURGE BASIN REF. SPECS FOR REQUIREMENTS. P DE PROPER COATING FOR CONNECTIONS OF DISSIMILAR METAL 210 A ,t 1t.- - No. 1 OUTLET 3. FOR ALUMINUM GAURD RAIL DETAILS REF. 05522-02 do OS522-03 `�~'� '�'~'�s. • ''�?" *^'��'�il,f GROUT FILL STRUCTURE j2 4. 8' WING WALL IS US-D FOR SETTING 5' FLUME & GROUT BED. IN THE FUTURE WING WALL SHALL BE REMOVED TO ALLOW PLAN PLACEMENT OF 10' FUTURE FLUME. - - --- GUARD RAIL LEGEND PLAN AT ELEVATION 150.00' � N 85th Ave. 16580 1N PLAN AT ELEVATION 141 . 19 BUP2002-00098 mt Numb 3/a• - 1'-0' 36 of 61 209 T III III 4NY ( I I I III II III III III III I_T_[ rI � II � � ��T I � r III ► II ILr r ��1 1 � � 1 � I � I � 1 � � IT1 � � i r1r II1 > � ► rL ► �( � 1 � .I1 rli rI � 1—; r Ili 1111 ��I [_F[_�_qrr�TC ! II III III . . NOTICE: IF THE PRINT OR TYPE: ONANY I I I � I • ( � I I r I ( 1 1 f 1 IMAGE IS NOT A I I ! I I I I I I S CLEAR AS THIS NCTICE, 6 8L_ _ 9 - 10 l 1 1211 � U/yl IT IS DUE TO THE QUALITY OF THE ___ — --No.36 ORIGINAL DOCUMENT - - - — — -- - — - - -- F 6Z 8v LZ 9Z 5Z I � Z EZ Z 11111110 Z FT ST LI 9T 5i � z E [ ZT ii T (�21 1 �IIII IIIIIIIIIIIIIIIIIIIIIIIIiIIi ,IIIIIIIIIII .11l�ll�llll`l�l LLIIIillllllil IIIIIIII IIIIIIIlIIiIlIIIi lllllllllll IIIc IIIc IIII IIII IIlI IIII ILII illi LII llll LIII III Il1.l. �l 11.1.1. 111111�ki1 . 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B $ n C CL o a o °2 m Y�y J 8 W 0 Z ` a] A, GENERAL SITE 19� INFORMATION PHOTOS SHEET 2 OF 2 L N� 4 85th Ave. 16580 a =o BUP2002-00098 Sheet Number 26 of 61 I 116 NOTICE: IF THEPRIMr OR TYPE ON ANY rl_ ► I � IIS � I � SII � I � � I , � � � � I � � I � � Ir rl-r rlrn � r1T _l_i iIr < < � � i � � i � � i � i � � � i I r r i i i � I r- � r' i < <� � r < < < < ►.- ..� l l 1 1 1 l l l I l l f 1 1 1 I I �f11~ < < r c r lli l i iii IMAGE IS NOT AS CLEAR AS THIS NOTICE I o ICE, 3 --------- 4 - 5 _ 7 8 9 1 _ _ _ _ _ _ T IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENTE 6Z 8ti LZ 8� 5 � '6Z EZ _ Z [ Z — OZT 6T 8i LT 9T ST ��T ET tiT T1 t � 6 �� IIII IIII ILII IIII [III IIII ILII IIII IIII IIII III1111.1. 11I1 llll Llll .1111. 1«1 IIII. II(1 IIII IIII IIII illl IIII IIlI IIII IIIc Ilil IIII :1111 IIII IIII lig � �� � £ � �'ni3w 111111II,��IIIIIIII IIIIll111 Ll.l.l �lll�lll llllLlll .11l 1.1.11 ll 11� 1111� �I r • •rs,yre,rne..._... ._... .. .•..: . r•.ri•.Ml�a^,A1MM1��MlY1�lA.90.'"""""!•.T �4 �.,."P'•',. I 3 I Al j I A 1/ 1 1 1 r ITT�` PORTUWD do WI:.S'TFItN RR/ ODOT RAIL DMSMON D ' ETON I HDR Engineering, Inc. I s i I I CLM INATER SERVICES o`er ► t e � ego ire " ,. s e e I PERMANENT CWS � EASI LENT — — ,�-� �� - -- =� DURHAM J` FACILITY WET WEATHER OUTFALL ,,, DJFFttSER SECTION � � -- - 13&" PLEF OUTFALL NO. I I � `�-- ProA. RASMUSSENject Manager TOP OF BANK E DAVISON TUALATI N RIVER --92.0 � Designed SIPHON OUTLET Drown 4" J. CARTWRIGI TT 1SS _ - - (£ 69.20 /~ `� DusnNG 30 SS Checked IE 97.42 IE 9820 Project Number i �r--- -�—---- ------------- 00039-474-102 ` - 0-;00 94.4 O - "" 84• Pt-EF - Date i -1+00 2•+ SEPTEMBER 2001 N-837586.22 A 91,0+ E-7520534.47 201 •-- � f �/Y •j 10 234 moi ; S �t.34.8 +,gs.3 ( �� w -----� TEM ON UCT) EAS ENT THIS UNE IS ONE INCH WHEN x DRAWING IS FULL SIZE IF NOT ' ONE INCH. SCALE ACCORDINGLY. NOTES f O 11 6 O APPROXIMATE UMTTS OF TEMPORARY WATER RETENTION '4 0 STRUCTURE. CONTRACTOR TO DETERMINE LOCATION OF SUMPS + 97.5 AND SIZE OF PUMPING EQUIPMENT TO MAINTAIN AREA IN 28' (70 TOP OF SAN J K M DEWATERED CONDITION SEE SPECIFICATIONS FOR ADDITIONAL t•-- J INFORMATION. 7 O SEE SPECIFICATIONS FOR CONSTRUCTION TIME UMITS. O RETURNSEE EREQUTIONS UI . R FISH PROTECTION REIRIEYAL/ ® FOR DEWATERING 1REATMENT REQUIREMENTS SEE SHEET 202 AND SPECIFICATIONS. CL C° �~ O FOR SLOPE 8t0-ENGINEERING REQUIREMENTS SEE SHEET DO NOT DISTURB BANK OF FANNO CREEK --,_.• �- 201. Fri PROJECT. C- 6 CL RIVER BOTTOM SPOT ELEVATIONS TAKEN FROM USA SUR'JEY �� CC � IN 1993 FOR LOWER TUALATIN INTERCEPTOR UPGRADE . e' PROJECT. FANNO CREEK '�� �' UO Y w i9, Q O EXTEND COIR FABRIC CRID TO ELEVATION 102.0 ON SIDE o = SLOPE SECURE GRID WITH SOIL STAPLES, SEED AREA WITH . PRO-TIME 1700 EROSION CONTROL S® MtX BROADCAST vii cr. APPLICATION RATE 100 LB/ACRE m ® VERTICAL SLOPE RESTRAINT TO EXTEND NORTHERNLY PAST EXIST SIPHON OUTLET STRUCTURE. Z < m O ENHANCEMENT ZONE RANDOMLY PLACE 16 ._,.,._-_- --- -^ -- - ....-._... _ , �� � LARGE SINGLE BOULDERS As SHOWN TO CREATE SHELTER FISH HABITAT EN A ence FOR JUVENILE SALMONID. ROCK SHOULD BE 24'-36• LONG0 n�''� X 18•-24' WIDE X 18•-2•,' IN DEPTH. EACH OF THE T ' BOULDERS SHOULD BE AS IRREGULAR AS POSSIBLE. PLACE '� C)UTFALL PIAJ�j � AT RIVER ��`� ��BOULDERS BELOW THE WATER SURFACE (ELEV 101.50) AND permit NO FARTHER THAN 1V FROM SHORELINE SEE SPECIFICATIONS ` FOR SCHEDULE/COORDINATION REQUIREMENTS. VERIFY I.00ATION OF SANITARY SERVER PIPELINES BEFORE STARTING ALL RIVER WORK. �. qv PLAN VIEW OUTFALL AT RIVER V. = 10' _--' 85th Ave. 16580 o BUP2002-00098 Shat Nu.•nbu 27 of 61 200 TICE: IFTHEPRINTORTYPEONANY ��� � I � � I � + � I � � I � I � i � � i � ' � I � � i � + � li � Iili1.�. _� (�T�11 _�1��_l._�1 i_�..��.1 �.. "Iff..r1*�. r�rrlr�—TL .� 1 � �[ � � T� �� I.L�.�.I _� ��_ I—�i I—I� � � � I iii ; ii i � I � i i I I I f I r i i IMAGE IS NOT AS CLEAR AS THIS NOTICE, � � I I , 8 9 - 1 U IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E 6Z SZ LZ 9Z � Z � Z EZ � Z TZ OZ 6I -- BT -�GI 9I I � I � i EKY ZT tFltuo-' ll 6 f3Illi D_1][I «I C Llll 11 IIk. !1Il 1i11 Illi (illilli Illi1111 IIII Ilii IIII IIIIIIIII Ilii IIII illi IIII�IIII IIII fill I1llII111 IIII 1111 l.11 llllalll,�l�klll 1 s I 5 I 4 I 3 I 2 I 1 I ,� • • a r • ` • • w r x � , a w • • • s a • s a • • r • B • • � � • • e e o • • r r ! • • • • e 4 i • • i • 4 � s+ • • e • • i HDR Engineering, Inc. PROVIDE COIR FABRIC GRID i • • • '� ' a • • • e SEE SHEET 200 FOR FABRIC • + • GRID INSTALLATION LIMITSRESTORED SiRF,AMt?IWK 5HAil EXISTING SIPHON 120 MATCH-EXSRING SLOPE - EXISTING OUTLET STRUCTURE---\ CLEAN NUTTER SERVIC>;3; GRO,IND �+ [go,z« I T _' -- 120DURHAM 115 _._. i Tr r- -- FACILITY -- --- 115 WET WE LATHER 110 EL 10.00± 1 �y 6 OUTFALL 0 V mt 90 ERCENTILE NET SEASON I-� 110 R STAGE FIS HABITAT ENI iANCEMEN7 ONE 105 1 g m$ Project Monger -�---- 105 E. DAVISON W D� ned E.2 WS EL 102.1 t � ��� CAL SUMM RIVER ST - I Drown C 100 — MOUN71N BANDS --� Ole PI EMBEDM PER100 J. CAR'TWRIGIIT Chocked A. LANORL!M 95 -0084" PLEF Project Number T CLASS 1 RIPRAFIe 95 00039--474-102 r Data SEPTEMBER 2001 90 2 PIPE EMB MENT MATE1 IAL 90 ` D15 0+00 APRON 0KW" ,�'krr,•dr ; 1+00 C F DO tt = utu/bi x THIS UNE IS ONE WHEN DRAWING IS FULL SIZE. IF NOT x ONE INCH, SCALE ACCORDINGLY. SECTION q ._____. 6 ' encG, 0 B 1` 5'-0" 200 — n!y Notpart Of thipermitS4 Z � $ S s NOTES: EROSION CONTROL MAT ENCAPSULATED SOIL o I LAYER. EACH UFT TO BE 18' . AT BANK �I _ FACE PLACE 16" DIA COIR LOG PARALLEL TO a WATER FLOW '.ND SECURE BY WRAPPING. $ a c EROSION CONTROL MAT AROUND LOG. � m b$ O BETWEEN ENCAPSULATEC SIN I AYERPROVIDE 3" SO1" m m Y� WILLOW BRANCHES YEP FOR PLANTING LIVE o 0 W USd Q WILLOW BRANCH REQUIREMENTS: LIVE D BRANCHES WITII A DIA OF 3/4" TO 2" - - LENGTH 2'-3', MIN TIP DIA 1/4" PLANT 80 -IT TLIED OF I�IGTH INTO THE GROUND. ON EACh xROW SPACE BRANCHES ON 6" SPACING. MAKE CLEAN CUTS AND DO NOT DAMAGESTAKES OR SPLIT ENDS DURING INSTALLATION. SOAK CUTTINGS FOR 24 HOURS BEFORE RNSIIBFTEHALLCE LE FOR ATERINGTHE CUTTING RIVERBED/BANK FROM THE TIME OF INSTALLATION UNTIL END RESTORATION WARRANTY PERIOD. � O FFORPLAB ULDERSEE��SHEET pEQUIREMENTS AND SECTiCr� Y O IF RCP IS SUPPLIED CONTRACTOR SHALL COORDINATE FABRICATION OF STEEL PIPE END-PIECE TO ACCEPT ELASTJMETER ChECK Na VALVE MOUNTING REQUIREMENTS. 85th Ave. '16580 8 BUP2002-00098 sheet Number 28 of 61 201 . I M. , . ITT ::.... .. ., . r -::'-:,,... ,t- n ,M,4, r.+. .a Y..15 r.. •i. '- .":.. �fi+l'':`. I I I . .. ... ... — :. ..Vb �,: NOTICE. IF 'ISH ► I I I I I � I � - - . .. ... _ . . _ .,.__.. . _ , E PRINT OR TYPE ON ANY I I I I I I I I I I f f 1 T► I r _p., ;. T I I I I I I I I I I C 1 T 1 �1 r 111 III I , I I I r l I I III r�� i l 1 ! I r i 1 1 1 1 1p, r I I r r l + 1 1 1 r l l i ( l l 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 a� ,,. I �T I ( f l ( I ( i lei 1 I f Tf I I I 1 IMAGE !'. NOT AS CLEAR AS THIS NOTICE, � I I ( I I I I I I I � I I S 1 I 2T IT IS DUE TO THE QUALITY OF THE - - --- - Ili-__� :____ _ ; J ORIGINAL DOCUMENT �+ - - ---- No.36 - t! J61 5T � T EZ ZT lLI 9 Z IIIII(8iIIIIJ _[ �II I I I I I I I I I I I I I l l i l l l l l I I I 11111 !!111111 I l l i ll1 1111111 Il 1. Lill 11111111. 1111.1111. l 11� 1'l u l l 6 240' _ t f 1 � � ;• � f ,� y � N I � Y • 170' ROCK DISCHARGE PAD ! ( I , O • e • • " Y Y n 3" 2 1 2 2" 1 1 2 I + 1'�..f » • • e ♦ • " HDR Engineering. Inc. I -�� � • s• e e sea. I AGGRECAT'E 12 DIFFUSER I FILTER 0 ! 02270-10 110' "tib 1 t • a e e e a •x • CLEAN WATER SERVICES I 210, t r e • ♦ ♦ e a • ! � • a ♦ e a a e I AGGREGATE , • s • e e • e a e e • FILTER 3 3 • a e s • ♦ e • " * • ' DURHAM I 02270-10 � �� FACILITY 110' 4 I I •: WET WEATHER ' I r OUTFALL o — I 0 I DEWATERING DiSCHARG PIP AUGNMEhT ( t r 170' Project Manager SEDIMENT FENCEE. DAMSON 02270-4 )4 Dollillignod A. RASMUSSEN N ! Drown I I J. CARTW12iGHT �— — •— I g I Chocked V 220' I 20' I i A. LANDRUM Project Number " 10' I i I r 00039-474-102 II r Date i SEPTEMBER 2001 SPECIFIC NATES; T 15 I �i �►ferenceoA!y 1 ? O THE DEWATERING E'TLUENT DISPOSAL. 57�TEM LAYOUT I ti �I 910THAT tS SHOWN IS PROVIDED TC THE CRO'M DEWR RI 1 Q I N t part of this permit � . GENERAL INFORMATION. THE EFFLU�.NT FROM DEWATERING I ( �./ V OPERATIONS MUST BE ASUALLY CLEAR' BEFORE T iE f1�[ WATER RETURNS TO TI:F TUALAT IN FIVER. CONTRACTOR INV i o&62 { ED � N t SHALL SUBMIT H!S PROPOSMETHOD TO THE ENGINEER I ! TO CONVEY AND 'TREAT THE EFFLUENT FROM P. p�,V�` OPERATIONS FOR REVIEW AND APPROVAL i f t e # mmt is/af/os O CONTRACTOR TO UMTT DEWATERING O ACTIVITIES i'0 THE AREAS SHOWN. CONTRACTOR SHALL REMOVE DEWATERING TREATMENT: WPIPIT:G, ROCK DISCHARGE PAD, ROCK FILTERS. AND I I `' I THISDRANGEIISFONNE Il WFIUI-L SIZE. IF NOT SEDIMENT FENCE IMMEDIATELY AFTER DEWATERING OPERATIONS ARE NO LONGER REQUIRED. < ( ONE INCH, SCALE ACCORDINGLY. ` 1 t r .. ® RESEED ALL DISTURBED AREAS WTH FOLLOWING MEADOW GRASS MIXTURE: l �ryi r / B BROMIIS CARINATUS CALIFORNIA BROME 20X I °•° \ I ` �;Z,s .0 j, ELYMUS CLAUCUS BLUE WIL.DRYE 20X 4 ` 1 l j�,� f rS FE`iTUCA RUBRA VAR. RUP4A NATIVE RED FESCUE. 50X `• q LUPINUS POLYPNY'LLUS LARGE-LEAFED LU"INE 10X PUSUC � T'O C00WK P ROUTF BETWEEN PI S • I, HYDROSEED APLICATION 1 QF_• 29 POUND-S�ACRE BROADCAST APPUCATION RATE 40 POUNDS/ACRE- .._ _ _ _ _ V - I �✓'YY Y . 1 J 1 f• ---� a. � ) tn 06 is a u L17 10- 4L El •• ��. -w� VERTICAL r RESTRAINT 0 DEWATERING T1lALATiN TREATMENT REQUIREMENTS ✓. l �" PLAN DENATERING E IPMENT ---._.• 1 r GENERAL . FINAL " 1' 85th Ave. 16580 : 20' LOCATION TO BE DETERMINED r { ` „ BY CONTRACTCJR BUP2002-00098 humbw 4 1� I f �``�-, { 29 of 61 202 fir ...... NOTICE' IF III I � I I I I . . C THE ( � I � � I ( ( IIIIfII11111 Illll ( I l ( lflll f �Tlrri III III 1II f� l III III III III III I ( I ' III I { I III IIIIIII f � l �� rT� r( C rl T� I �! �� 1 1 �1 fll I I I I ' I I 1111 ' 1 I I I 1 IMAGEI I I I p 1 1 I S I ( ► I l l i S NOT AS CLEAR a,� THIS NU fICE 1 � , _ I ( � ( � � � I I , 4 I a 6 8 9 - 10 1. l 1 1` IT IS DUE TO THE QUALITY OF THE _ — — - - -- -- --- --- - --_ 36 ORIGINAL DOCUMENT _ --- - - — E 6Z SZ LZ 9Z fiZ EZ Z IZ 0Z 6T 8i LT 9I T 0 T 16 - S {{lllllll {III {ill II{III{I IIII IIII IIII IIII I1I5ZI 1111 (111 11_lI �I111�I1 �lll Illi. llll llll Illi fill IIII IIII IIII IIII li I ! 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C�ARTWRIGHT Checved I 1 A. LANDRUM t I ' j Proect Number too 100 00039-474--102 ++ EX1STIr�G GE" FLEF ill�( 1102.6* i i ; 1 Dote j I IE 742f I SEPTEMBER 2001 95 t ( I I ! + I PRO Allk AM �xiS ,NG 30" qAN —`T ' I IE' 96.21 I 1 4 5 t i 1 I 1 ! ' REMOVE AND DISPOSE{OF EXISTING, i I v fh i �' bs"" 90 , I I 1 , i { ; I L j NG 24 DIA CMP DRAIN ( { of! # t OREGON _ l I I I s, pe mrt C F D,10 RECONSTRUCTION OF STORM DRAIN 0 STATION 14+25± '$'"�°' 1" a 10' HORIZONTAL X 1" 5' VERTICAL THIS UNE IS ONE INCH WHEN DRAWING IS FULL SIZE. IF NOT 125 5 f 50 (' -EXIST+NC ACCESS �OAD -- 150 ONE INCH. SCALE ACCORDINGLY. /-EXIS"ING CURB I '±=, STd1C'' s2= CONTRACTOR TO PRE-VERIFY o 6 3G":SVti I STING 49' 01A 41.H. { i "; i f ELEVATION OF 12" STORM DRAIN, o g N 120 -T ' 'NVER IN ?• CUT' ?8.6* 120 - 3•�' �', ! I /-NEW 48 DA MH r c I -'C- -:*--- M/ERT IN do OUT 98.7*-•-- 120 145 © FURNISH NEW UPPER AND 0 w I I \\ < 37' * kulil, 2ALLOW STORM DRAIN DTO O )45 OVER TOP OF 84" rltr. RECONSTRUCT 12" DRAIN ON 11 . t3115 ` 115t 15 140-RIM EL 116.50 ___, t. WEW SLOPE BETWEEN BENDS._- _ -`r!u EL i t E.42- " -_._ , _-"_ '-- NE1M 12 140 ' T P ® RECONNECT TO EXISTING PIPE � i i , i I I { ; I -•---._� \, ` I 3 � RECONNECT TO CURB INLET STRUCTURE. e { o 110 ' i _-_-� I 110 L_ IE 13 .Do* a 110 1:55 135 � /1�\r�'� CONST R9CT HOLT I r \ =x! :T r C, C.• C!JNI' °1 m I I { OV'cJ2 EXI f i { i I ti i r' iS los - , 1 -1--.`. i Z I 105 _L_ REF��IVvE -TINGr P HALF XISrINv 72° n� a , ; ; t t { EXISTING° SEWER I 905 130 _ NEIN MANHOLE `--`i 130 0 0 ( 1 i � W W ! ! I / BROyIQE )ETVfEEN OD CF 8R4�PLEF ! I W ,Do _ -_ -1__._� - -j -- 100 _� I ! 8i' SAN DIP ' 84" PLF_F ; AN OF STORM DRAIN \~` 2 ! - t .•i, -�-�-631� ,, + i / -` it 101.08- - 100 125 I - ---' -- I - 125 N' TING K!NGSCATE I rs AI I I 4 { _ 95 .ING b" 3,Aj-j t m i { , I -- -- - -- - PROFILES OF A _;- ! - 95 95 120 ! C'�i":T!Ivt; S': %•ti j i �' i RECONNECT TO EXISTING MANHOLE AT IE .S� `t i !r!c,1r 3C,' SAN EXISTING WALL PENETRATION. IE 98.6 { I 12n SANITARY SEINER E: ,:I' ..f i ; Ic 17 5Q REGROh, OPENING TO SEAL MH STRUCTURE. { I i I i L •c . r !L ab-Jt IE 98.0 PROVIDE BYPASS PUMPING TO t , ( 84" PLEF I STORM DRAINAGE 90 ' j MAINTAIN SERVICE DURING CONSTRUCTION. ; 1 1 IE 118.4* 1 - 90 ( _L1_ , + RECONSTRUCTION � . 90 115 =-- - - - -�.: _!.--- - ' 115 DE1ADLrnnN PROFILE NEIN CObLjLRUCjM PROFILE 0+00 0+10 0+20 0+30 0+40 - 0+50 �0+60 -V0+70 0+80 RECONSTRUCTION OF SANITARY SEWER R. STATION 6+03f RECONSTRUCTION OF STORM SEWER ® STATION 26+41 f % 1" a 10' HORIZONTAL i' = 10' HORIZONTAL I" - 5' VERTICAL 85th Ave. 16580 Sheet Number o.c 1 = s vERT1CAL BUP2002-00058 ---- 30 of 6 i 203 NOTICE, IF THE PRINT ORTYPEONANY I ( �� ilt i ( i II ► I ( I t ( I III t ( I I ( I I ( I 111rIII 1-( ► 1I-�- �-� III , II � 111 X11 � fl 1.11 .-r11-1111 1T�, 1j1r r 1- -111 1 1 rp -i .-i i rT17 .� rp i•_ I_ i .1 11 I 1 1 i t 1 I 1 l I 1 1' f l I l t l l l f � 1l I f III I Illll r. IMAGE IS NOT AS CLEAR A THIS i I AS HI., NOTICE, 1 _2_L 3 4 - _ 5 __ 6 7, 10 11 i 121' IT IS DUE TO THE QUALITY OF THE N�.ag ORIGINAL DOCUMENT E 6 Z 8 Z 1 L Z 8 Z 5 Z z E Z Z T Z O Z �� I l i i I I I P I � �11 Z 6 I 5 ( 4 I 3 - i 125 N o D C-0 N 125 $ � Y� HDR Engineering, Inc. 120 ` x� ` -- - EXISTING GROUND 1, Q WHV 0 120 � I e r e e w► CLEAN WATER SERVICES 115 -------- r s a + 1 115 DURHAM FACILITY 110 WET WEATHER i 110 OUTFALL Cn SS� W F 105 � W z U 105 IE 101.81 ( 1 14 102.36 Project Manager _ tE E. DAVISON 100 �° f Designed 2' lYP 100 A. RASMUSSEN C Drawn ------ 84"00.001 J. CARTWRIGH'T 95 .. Checked 95 A. LANDRUM Project Number 00039-474-102 Date 10+00 11+00 12+00 13+00 SEPTEMBER 2001 14+00 15+00 PROFILE HORIZONTAL 1. = 20` ��*p 11►1�+ VERTICAL 1 5 Q (ne --lo I 1I n J ` ----i 125 .__ "} = g I _ THIS LINE IS ONE INCH WHEN ci Fz0 ��-_ _ $A���r DRAWING IS FULL SIZE. NOT ICOI ONE INCH, SCALE ACCORDINGLY. + t� 125 J tr �v,^j' t�`�� +l15 07 U 9 < 0� ��a a o 0 6 120 _. 06W !�0w • <��` °C 00 g In z_ o W v Cc NFW GRADE 114.25± EXISTING GROUND 120 O 10` TYP ' 115 115 84' Pi.EF � c 110 vi t N CL :4 110 W —CDF BACKFILL LIMITS ( in Q a o z I m Y 105 _^ — 1 .._...._.._ W cr W_ I ---- --- - _—__. z 105 IE 102.35 1 I c� IE 103.47 > 10II I �; 100 I ° < m q, 95 - I I - _.. .r, ALL PROFILE t 84 00.001 _�__,_ la4'oo.001 x4"00.001 11ON `I ' t h ! S per +00 TO 20+00 315+00 16+00 17+00 18+00 �a 19+00 20+00 goy PROFILE S 85th Ave. 16580 HORIZONTAL 1" = 20` ' VERTICAL 1" = 5' BUP2002-00098 Sheat Number 19 of 61 109 _ r b .:,nws, ,. „. eaE .- .,. ,,.,, :�ra•�'� tR�U�a�Nr �;ur��. ,:, r,. .,rt��+�+. w .. ., ....-�.ti�H�.w-•r.w,x• a ll �.x y .�.. aw°�bv 4r?�h. rM T T T i T i i I I 1 r f I I I 1 1 0 I I IIII ! 1 � 1 I I i l l l I I I 11 I 1 I i 1 1 I 1 1 II I I I I I I � I � I NOTICE.: IF THE PRINT OR TYPE ON ANY T.�( _1 � .1. �_ � . 1 � .i l ¢ I i 1 III I I � � 1 _i 1 � 1 � 1 1 r f l I I I I I I I �'" --►-- IMAGE IS NOT AS CLEARI AS THIS NOTICE, 1 Z 3 4 I i , IT IS DUE TO THE QUALITY OF THE - 1 12 I No.36 _ ORIGINAL DOCUMENT E6Z 82 LZ 9Z � Z fiZ � EZ Z IZ OZ 6i 81[ E I �►ai�w 11111111 IIIIIIIIilll,lllilllilllllllllliillii �liliiiil_Il_ii�l«l_lllllllllllll. Ifil. Illi1111tillIllllliilllililllllilllllllll .-1111IIIIIIIiIIIIIIII .1111IIIllllllllillil ll_lllll �IIILIIIIIIl. l.111 1 ll ) llil�1,k11 .yr. I1 6 I 5 I 4 I 3 I 2 I 1 1 I " i tCAL SLOPE RE TW►iNT REMIRED "TIR130 _ _ 130 a l I1 � ; I D � I HDR Engineering, Inc. 125 a �t 7�t g -Z o-- --r if R 125 ~�0 1 � i y I .Nm�: ! I EXISTING GROUND o w 1 I } o 120 ' r I _ -�- _ - I I = w CLEAN WATER SERVICES - - -r---- _»-- - - - 120 w o w DURHAM 15 -- - -r - - " -- - -- 115 FACILITY WET ►EATH ER ! r ► OUTFALL 110 N t �._? i �_ _ —tI -- 110 ! ! ! ! 107.44 IE 107 44 ( t + I z 105 i - j I _ 1 I I I i ! ! Project Manager 103.47 IE 103.47 f t ; I , i I s U i i I i 105 E. DAMSON Designed A. RASMUSSEN 100 - _�_ 100 Drawn !- I �- J. CARTWRIGH'f � I T— T Checked 54"00.001 1 1 84'00.005 j 1 i 84-00.0221 1 j A. LANDRUM Project Number MU39-474-102 Date SEPTEMBER 2001 20+00 21+00 22+00 23+00 24+00 25+00 PRO PROFILE HORIZONTAL 1" = 20' fE s 10 b . VERTICAL 1- 5' t IR�IAN JACK div i VERTICAL SLOPE RESTRAINT Rk�'UIRED i----. - o. w,-'�-•- - - � C f ,may\ I o N i VERTICAL SLOP RESTRAINT REQUIRED r h o G I U) m 7 j I I PORTLAND do WESTERN N ►� >o�nna t of x i RR ODOT RAIL DIVISION o o ~o n + zt- r----I 140--- - -_ a o - 140 THIS LINE IS ONE INCH WHEN I o I o ac PAVED DRAWING IS FULL SIZE IF NOT SEE SPECIFICATIONS FOR z 8w I < ACCESS RR CROSSING REQUIREMENTS + mm�? BMW I I iii = ROAD ONE INCH. SCALE ACCflRDING.Y. N I n 1 c' w N I m o 135 ---.-- --- -- ___ < m z N R __- - ._ --o m L _- 135 T-- ,t -_�� _a 1 CL z n Co .� .� 84" P 12" RECON UCTED S �i SEE PROFILIE ON SHEET 203 130 cs- - - ---- -- __.__ __ +m� -� 130 a. rr I i W i w L < y 125 - - _ ------ - - --- - -- _-_,... _ _ --^ _ 123.97' 125 u _ __-_. _ _.. _ -_ -. - -•-- IE 123.97 CL i in 1 o 102" JACKING PIPE ' ' En a a o 120 --- _ - -- - -. w ----- I - m iI - __ ---- --_ 1 __-_ __�-__--_ -.___ _ ----__ _- _---- -- - LLJ 120 cc oc LLJ Y I j I I q o D j 115 -- —._ __ _.-- ----_-__. _.___-__ _ _ ! _ _ —.—_...._ ---_—_-1 115 1El D COLLAR SEE SHEET 2' 5 FOR DETA LS1 �� G < m - . ---- ---110 Ot pti rt OUTFALL PROFILE A� IE 107.44 107. ; ' 1 1 I t j I I 1 1!S I i t i i 1 I r m STATION 30+001 a i i 1 r " _..�_.-4w_ } .... ' ..1.__..._._.__. 20+00 T 84 60.241 800.00__2{^ '— — j I 84'00.001 -- -- a 25+00 26+00 27+00 28+00 29+00 1 Q PROFILE _ 3UP2002-00098 Sheet Number ' 7- HORIZONTAL 1' = 20' � Qo VERTICAL ,' = s' 20 of 61 110 NOTICE: IF THE PRINT OR TYPE ON ANY lI-TII � jljllll IIIIIII IIIIjII jIiIIII IIII' I �'1�Tr�T� rlT` I � �(TiTT �'TT"T� I 1 �f� I � I I �T�I'� f -f11 I [ I 1 � I ( f11 I � I ( IIIIIIIfIil T� � 1� TT1 � I rl T1r -11I 11111-x1 1p- 1-11 1 � 111 � 11I � i IIIII � IiI 1 I � Jill IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 31"T1 ( 4 5 7 $ I g - 10 11 1� �• �--� IT I DUE TO THE QUALITY QF THE _ _ _ _ _ _ No.36 ��. "M cow-, ORIGINAL DOCUMENT E T6Z 8Z LZ 9 Z Z p Z E Z f Z 0Z 61 8 I L T 9 T 5 boli j E i Z T T T T I 6 $ LI IIII IIII IIII IIII I�1� 1111111 1 �l li <<< LIIL IIII IIII IIII Ilii IIII llll IIII Illi illi iiil illi IIII 11'1ii1Illllil.lil! IL11 lilt illi !iillll llll I ll 111 1111►11.11 11I ITl� LII�r1�1�� 6 I 5 I 4 I 3 I 2 I . • s w a • r . s HDR Engineering, Inc. SLOPE RELNT REOUIREO _ I PAVEMENT RESTOfi(�TION -~� �µ WAS DOES rut w 4 IR 7W •9 j . • . s 7. N « *• DURHAM Q vN_� z m v FACILITY 8 dZ a NN O Y � + g m 3' '� � g to WET WEATHER 150 �' oxZ1 o o z OUTFALL V) Aw o� 1 m i < kw iv _N m Q' - -� -' 150 I FILL } 145 145 Fn r t i He IE 140.9 1 _ } f00 t FROM 1 140 EN t -•— - BACKFILL COFCDF HT00 0 LIMITS BACKFILL 135 = UMRS A. LANDRUM t; 135— ! 15� -- I ; Project Number �_.._.._.-- I117 00039-474-102 �i Dote - 130 rn i W — •• 130 SEPTEMBER 2001 EL 12%M l' � ,. �• � I ,��Q�,D PRO:J EL 127 fFs 125 _ ? 4 �1a•t41r# t IE 123.97 T2�97— - -- �` �-----1' 125 1 ! oftGoN 4 > 120 1 i 84'00.002 00,1421 84"00.0242 1 � $4"00.001 `' i I ± THIS UNE IS ONE INCH WHEN x _ DRAWING IS FULL SIZE. IF NOT —� -- ~-- -----j ONE INCH, SCALE ACCORDINGLY. t I O N n a\p fi 30+00 �--_- 31+00 32+00 33+00 PROFILE 0 HORIZONTAL 1" 20' 06 VERTICAL. L3 a m °` re N {=n rn u► Aeference only o < M '**,10t part Of thispermit OUTFALL PROFILE STATION 30+00 TO 32+55,21 0 T � n 85th Ave. 16,580 BUP2002.00098 Sheet Number 21 of 61 111 NOTICE: IF THE PRINT OR TYPE ON ANY ►� � Ir � 1 � � 1 � � 1 � � 1 � � � � SII � j � iii 1 ) � i1i_ jfi r� 1 -r1 T� r�-r- � � 1 � � � �� i iii lJi 111 l I i fl-1-11J. _r. _i , � .�.- 1 1_ � i �_ �.. -�_ t i , i 1 1 t 1-1 I I I f I � � �1 � I i � l s ? i i X11 � � � � � 1 � � IMAGE IS NOT AS CLEAR AS THIS NOTICE Y I I I I ( ! 1 �- IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT _— - - --- ---� -- _ � E 6Z $Z Lc, 8Z 5Z � Z EZ Z TZ OZ 6T $ T LT 9i gT � T EI T1311111 T�11 � «�T� , ill 11 11d 1111411 t 6 I 5 ( + ( 3 ( 2 1 I to a • e a • r • a • • • • I I I � • o + w II II I • nos .r Ao • • • y D II I . e r • r I ( I r a * c • t 0 a e + r I • M . V 0 HDR Engineering, Inc.� I • • • • • • r •` ( 1 , DEYlG4T&dNG I • SAFGIFlG rrOTES IIEMILIENT — TUALATIN I ! I TIMTMENT RIVER 1 1 AREA I SEDIMENT FENCE 11"STAL1-1 EAS. eDGE OF TEMPORARY CLEM A. 1 w Tat � EAat twtTTT S>Eat1ACF5 C2 S fV� N, : �,W5` E .N �D E, t;.,E OF PERMANENT EASit I I I I CONTRACTOR ACCESS ROUTE G SEDIMENT FENCE TO BE ERECTED ONLY WHEN CONTRACTOR IS D U R HAM I II R G IDMTiNG GROUND COVER AND RESEEDING ATHLETIC FAC i LILY _ I WET WEATHER I I I OUTFALL / ! /, • • •• .• w"• .. _ _ . —SF— SEDIMENT FENCE trT— _-- — - .�.- •— — — .` — — — -- — _ _ —L_ ❑ INLET PROTECTION --------------- Project Monoger ----� '^---- -------------- A ROCK CHECK DAms E DAVISON Designed E. DAVIFON Drown S. HANCOCK — � Checked 7_71 .... A. L MDRUM — r_ _ • • • � ____ ____ F I © Project Number •••—. ,... .. $ 2 �� W 00039-474-102 1 gin Dote N + 1 . ♦ m S� A SEPTEMBER 2001 tit Iz Q . , ,/• _. OAC` �v K 1 .. _.... .. i CONTRACTOR LL j /' 1`'`•. ` STAGING AREA I lmQsr >:/u/•a bLiTHIS UN IS ONE INCH EN � z DRAW NGEIS FULL SIZE. IFHNOT • Z f ONE INCH, SCAM nCw:,^DINGLE. d e S :r 1 O o 3 FANNo cREEK1 , CL< m \ ` O O ILC3 \ W W (A V) ••"^••w• �� f 1INce 0 0n Z < m : �,• ,,-- V o t part of his permit GENERAL EROSION CONTROL PL\N SITE PLAN 85th Ave. 16580 E 1 WBUP2002-00098 Sheet Number 22 of 61 112 '' 1 1 C I I I I ' I ' III i l i l l l l l I l I I- T � 1rI I I f C 1 I NOTICE: IF THE PRINT OR TYPE ON ANY � T � ( I f , IMAGE IS NOT ^,S CLEAR A^ I I ! ► f 1 1 I I I ( I I ( I THIS NOTICE, Z 2 I I I 4 ------- 5 _ 6 _ _ i 9 - 1� 11 1.2 �C?0-5 _L_ IT IS DUE TO i HE QUALITY OF THE - -- --- -- ��_ �• - - - 36 co� IG I NAL DOC UMENT -_ --- - -- - _- -T---1 E 6Z 8Z LZ 9Z � Z � Z EZ Z TZ OZ 61 ST LT 9T 91 int ET ZT TT T 6 b IL...� i ��ai;Iw Illi (III I'll IIII 1111 IIII II{i illi (III !III IIII (Ill1LL( 11111(IL L{Il lll! l!!�lll I1(I I{1( 1111 II{I III! I{{Irll{I IIII�IIII 111{ :!III III! !ILl III{ IIII IIII IIII IIII 1111 1111 l 11 llll�llll fill ILII Lll� ll�.11.11.11 11 ' l IIII "III 6 1 5 I 4 I 3 I 2 I 1 I • N O rt i al 1 p a A ,� • a r +e yen » g • a , +� 1r • • • a � u Fa • • ;SPECIFIC NO?FS D !`-rIMENT F--ICE ;.&rALLED EAST !� c" PERMANENT EA!'EMENT SEL:MENT FErlrX Try Sc EREC"ED :)NL( WHEN CONTRACTOR is HDR Engineering, Inc. CLE4IING AW oRER'RING ATHLEX FeLU FOR RESEEDING. SEDIMENT O SPOT. PILE AND LIMITS OF ACONSTRI!(,'TION FOR T PERIMETER or �. „ s • a • h ' CLEAN WATER SERVICES • --S--- S.1,6D9 �ENCE' o2 7C=o DURHAM i ( FACILITY< ROCK CHECK DAMS 02270-09 I WET WEATHER OUTFALL i Project Manager CONTRACTOR ACCESS ROUTE �- E DAVISON -- _\ Designed _ _ �� _ ' l lam` _ .. _._- •*-- --- '�-'"` -, — = �-+�.— '•� - E DAVISON Dnawn CSF a S. HANCOCK �Ia - _ - -- - _- i .. - N. A. LANDRUM so— -- Project Number In - ��`~\* �` --_..._�x .""'" K N Dote 0039-474-102 0 Q - ti .� �. 'o0 48• SAN x �� Z SEPTEMBER 2001 r 0 us --I F ~ �0b' � I z �R,e♦m t al+i . * I r� POE ELEC Z7. tAO ` ~ �. � 2 -, 1 Q CONTRACTOR S N. , Q STAGING AREA- ti m Wm t' 8 ` I THIS UNE IS ONE INCH WHEN �I bx ` ti \ r--- Z DRAWING IS FULL SIZE. IF NOT �. �-* w ONE INCH, SCALE ACCORDINGLY. B IN, r 804 rb CL r. All \ \ �1 ♦ ,\ O R �' 1 > fes ' � V) Refer. nce ong0 < Z Not part Of this permit GENERAL EROSION ,f ~ CONTROL PLAN ti �a SITE PLAN �~ • q� \ 1. _ 50. -- 85th Ave. 16580 d BUP2002-00098 Sheet Number 23 of 61 113 Ski `"' „.... .. _ .• .. ., ,.. .: ti', t - ,- ._ wy,�,:,kG •+.«-eyi:?47+7hh'tF�q,H:'.1?e^•i: Ma'iRFiMP, C73! j'1'4�W.4"'A,!�!h SPyi%'M,°+''.wc '; NOTICE: IF THE PRINT OR TYPE ON ANY I l f I l l l l I 1 I l l l l l l 1111 I I I I 1111I I ' I 1 1 1 1 Jill l 11-11-11-11-IT fT^ T I I I 111-1 111 11111 1 i 1 I l I I I I I I '� I I I 1 1 11 111 11 1 11 1 11 I .r� >-11-1l 11 111 1 I I 1 1 1 1111 1 1 f_� 11 I III 11111 I I 111 III 1111 1 11 IMAGE IS NOT AS CLEAR AS THIS �.Ol ICE 1 2 I 4 6 _ ! �-• —r ��-- --� IT IS DUE TO THE QUALITY OF THE _ _ _ -- No.38 ORIGINAL DOCUMENT E 6 2 Sir, L L 9 Z 5 2 Z E Z Z i Z O Z 6 i 8 i L 1 9 I 5 i i F~ if? - s I I Z� I T T 6 — L 9 1 4 i' E � Z T 51ai3w II III IIII Illl�llllllll IIII flll III 1 I I LL IL l II I IL III i I IIII 1Limim" , III 11111111 SII J1 l Ill 1 111111111111111111111111! I,Llllll IIII llllalll IIII lilIILIIIIII ILII illl�llll�lLllll�� IIIIIII IIIlLIIILIIitd. 11IIC 1I 6 I 5 I 4 I 3 I 2 I 1 I • sa 4 - " . • HDR Engineering. Inc. �+.., LSTTNG PRIVATE O 1 R. R0551NG • • o + • CLEAN WATER SERVICES �/ r • + • + « w • -: \ +• �, DURHAM 13 WET WEATHER � _ m _ o a n cs OUTFALL CONTIVCTOR STAGING AREAP4 DRK )I y� L..! ^ ' Project MOnOg-r SURGE EI*W V ` E. DAVISON NO. 1 ' Ueaigned 100- • j°� FILTER BACK WASH BASIN �,,� E DAVISON � C ` �'�•\\ " ` \ ,\ ` NO.�i " . Drawn S. HANCOCK �y ry Checkef A. LANDRUM !t� Project Number 00039-474-102 ,. ` Date ti ` �' SEP71-ABER 2001 � r ` Z �D' � ��`'. �`^�^--, --^•�' � \ --lCC1E5S DRN£ I t I ~ \ \ T N \ U 1 SURGE BASIN { \ ` �. '"� max$ ` Nth. 2 3 ' \ x$ e THIS UNE IS ONE INCH WHEN i \ DRAWING IS FULL SIZE. IF NOT A ONE INCH, SCALE ACCORDINmr. B g"" S cr I. N . ^ Cs m f \, 0-9%e SPECIFIC NOTES a 0 1 SEDIMENT FENCE INSTALLED EAST EDGE OF PERMANENT _ O EASEMENT .�� � .`. \ ` � o 0 O S ��\ x nL E•DIMOff FENCE INSTALLED AT EAST/NORTH EDGE OF � EASEMENT (TEMP/PERMANENT AT .TACKING PTI). SEDIMENT FENCE INSTALLED AT WEST RAILROAD R/W UNE. cn ai ® SEDIMENT FENCE INSTALLED AT WEST EDGE OF PAVEMENT OF - ACCESS DRIVE 1, AND THEN NORTH TO ACCESS DRIVE 2. Jl ! \ - t t m —SF— SEDIMENT FENCE 02270-04 z°\ A, ❑ INLET PROTECTION 02270-07 i GENERAL EROSION _ CONTROL PLAN < ROCK CHECK DAMS 02270-09 85th Ave. 165,90 BUP2002-00098 24 of 61 SITE PLAN T OP CShSheetNumber og. NOTICE: IF THE PRINT OR -NPE ON ANY I_I� 1 I I i l l l l l ► 1 1 I I 1 1 I I l I l i ( i 11 1 I ! 11 1111 11 if TIT11TT -r�- 1 l (T__�.1_ .� F -T 1 I I I l I I l I l I I 111 1111 111 I l ( I I ( I I L I I I I I A 11 I -f�rl-I rT l j 7Tr7 ( i l r� 1 lI �-T ll I I lJ-1 1 I I I I TI TTI-111 1 111111 11 1 1 1 1 1 7IMAGE IS NOTA L A 1 2 3 I ( AS RAS THIS NOTICE, _-_--- ._— _------_-__ 4 -- .-- 5 _-- __-� 7 ._._ -.—_ g _ - -----� � _-- la 11 1Z J IT IS DUE TO THE QUALIT( OF THE No.3g ORIGINAL DOCUMENT E� 6 Z ' 0, -�—L Z 9 Z Z i� Z E 0 Z 6 I 8 I L T 9 [ 5 i T E i Z T TIT i f3L .111 III [111, illlIlmillllilllllll,lll11111i1i11(IIILII �111.11I1 � l� lll��l�IIII LllllllllllllUiILIIIIiIIII ILMI I IIIIIII�IIi I II I � I III I II II Illlllilllllllllllll ,lli,llll IIIILII Lllllllllilll. l.l.11 . ,IllP1,J►11 I 5 I 4 I 3 - I2 � a e r • e • • s : _ _ • • s ♦ +r � a $ a • s r � � • • • • +r , • w • v. • s • e �► e a �a a I . D Y� � • • �, -,�,�-v^�`� r �� y • s • • • • • • • • • • • HDR Engineering Inc. 18 1111 YY • ! 4 • M i ! • ! 0 CLEAN WATFR SERVICE.; f_" • n • a• • e + • • e • CLEM WATER SERVICES-'Y •r""".� a w • a r • a r • '��_ • • are • • s s • • • n s s • • e • s � • __.�- ..,�. --____ � � . • • • • • • • 1 DURHAM _1-----~� ---�'"�-�= 20 FACILITY WET WEA TH E R 1 OUTFALL y�5T1"RN RR ODOT WLpM5101y- --- .---_ 120 ,._...--•- i` -------- Project Manager E DAVISON 702 Designed a - E. DAVISON C _ 10 "'� Drown J. CART'WRIGHT • "�•�= Checked y PERMANENT CWS - >` A. LANDRUM EASEMENT . 30' S,W .�•. 411 11+00 84" PLEF P-•oject Number � _ 12+00��. "'"�-- 0 00039-474-102 't 406 _ _ 'T F- �s} g �y^ Date 9+00 -� I- IE 96.25 r SEPTEMBER 2001 O CONTRACTORSTAGING AREA 13+p0 0, 725 ""_ PC s C-1 � -._.. � �., +� c l,W ♦01x4+ ' ILL- ti PKC. n � ; ONEOON � ` cA ti' 0 � ���Y n•��.�i` .. � O �' -► ate- a\ � 1Q'OIO lf/•1/Dl - \ DURHAM CITY APPROXIMATE LOCATION °J• THIS UNE IS ONE INCH WHEN �! o ► ` OF RELOCATED GUY , - DNE WG;INCIS FULL SIFNOTACCORDINGLY. B 2)4 (3)3 I ~ � HAWTHORN (FALLEN)N REMOVE � I TREES- Fn ► 280 - } �. 722Re erencecos�rRu�cTION onil EASEMENT ATHLETIC FIEU Not pert Of thismit� r � p o 0. 4 Li a °1 m I EASEMENT CONTROL POINT DESC CURVE 84" PLEF �' ' CURVE OUTFALL ACCESS TRAIL U 702 N: 639497.37 E 7620500.80 O EXISTING GUY POLE AND GUY WIRE TO BE RELDCATED BY PGE J 705 N: 638495.71 E 7620585.78 PI 13+26.71 PI 11+69.04 w j PROVIDE TEMPORARY CHAIN LINK � 721 N: 638485.61 E: i620656. N:638912.78 E: 762055_5.04- N: 639020.47 E: 7620527.92 SECURITY FENCING AROUNG STAGING 722 N: 638483.82 E. 7620635.50 DELTA_ 35' 35' 16" - DELTA 43' 28' 44" AREA. ' 724 N: 638762.30 E: 7620671.61 RADIUS 1358.29 RADIUS 1375.00 O FOR LAID DISTURBANCE RESTORATION ct 7[5 I N: 838778.95 +E. 7620603.62 LENGTH 845•58 LENGTH 1043.42 3 REOUIREMENTS SEE SHEET 403. FROM DAVID EVANS do ASSOCIATES TANGENT 438.40 TANGENT 544.91 EXISTING BB' PIFF IS LOCATED 2-4 FT A PC 6+88.31 PC 8+24.13 ® BELOW SURFACE. CONTRACTOR SHALL NOT OUTFALL N:638474.41 E 7620548.<< N: 638475.75 1 7620513.84 DRIVE OR PLACE HEAVY EQUIPMENT, MATERWS OR VEHICLES ABOVE PIPE PLAN STATION 1 PT 17+36.89 PT 16+67.55 CENTERLINE. N:639416.04 1: 7620950.57 � _ N: 839418.04 E. 7620900.57 8+50 TO 13+50 "o 701 PLAN 85th Ave. 16.580 20' BUP2002-00098 Sheet Number 13 of 61 102 No. �, +� lip NOTICE: IF THE PRINT OR TYPE ON ANY [TT71 I r . I 1111 I I 11111 I I I I I I I I I I � i I I i I I I I I r i I � � I I I rI,FI_rL T_ i l l-TT- 'T 117T Ill .11­1]-�.,�.�... .�. � W� � � I-I l I � -:..I I I I I I t-1-1 ( 1 1 _1 11 F. 111 .1 I I I I I I � 1 I I I I I I � � r..r.I j I- I Till I i i i I 1 1111111 � • I � I � � � I I � I I - IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 ----- _- 3 4 _ 5 _ -0 S 9 - 10 1 12 �l�r� ..5` . IT IS DUE TO THE QUALITY OF THE - -_ �� - - - No.as ORIGINAL DOCUMENT E 6Z Tll�l LZ 8F311111111111 5Z l' Z E`L Z TZ QZ 6T SI LT 9I 5T fiT ET ZT IIIc 1111 1111 ILII ILII ILIIILIill 1111 �1!_ L�llllll� 1111 IIIL II1111111111111! ILII IIIc ►IIIILII (IJill IIlIIlalIIIIJill IIIIIIIiItILIIIIICILIIILIIILII � iLlll .11l �ll� llllllll. l.l.11 ll� � l uIIIlff�l►I M 6 5 I 4 i 3 1 I 2 ! 1 FOR r1 ` 1 SEE RRAAn�R0AD ROSSINC PROFILE CDF SEEPAGE CUTOFF COLLAR SEE SHEET 214.EXIST FOR DETAILS OF DIVERSION STRUCTURE L/ SURFACE. 66' TRAPLEO LOCATED NOT I BELOW CURVE 84" PLEF � CURVE OUTFALL ACCESS TF�aL SEE SHEcT 205. SURFACE. CONTTtAG'TDR SHALL NOT DRIVE OR 4 3 - - - � z 1-1 JACKING PIT TO SE INSTALLED V�IC�ABOVEp r. MATERIALS r ,/� P! 13+26.71 PI 11+69.04 / N ON WEST SIDE OF RAILROAD. N:638912.75 E: 7lf20SSS.04 _ N: 639020.47 E- 7620527 92 r 1' D ® CONTI7At.`TOR ACCESS ROAD WIDTH AND SU ,.•� � DELTA 35' 35' 16` ryELTA 4.'' 2C' 4 ERAi TO BE DEii'NED By CONTRACTORS N r ,'' �'7 1 5 1 •' 1 .29 137`•00 HDR En ineerin , Inc. ACCESS 4VXNG PIT. CONTRACTOR RACTOR TO R r LENGTH 848.58 : DL''TH 10.3.42 9 9 ALL DISTURBED AREAS TO PRE-EXISTING N. �$' TANGENT 438.40 TANGENT $44.91 O REIrlOVE EXISTING 24" CORRUGATED PIPE CUL , .• /f / PC 8+88 31 / g�' PC 6+24.13 / AND DISPOSE OF OFF SITE. INSTALL NEW 28" " � i r 6 5 N:638474.41 E 7820548.24 N: 638475.75 E 717,05118: ARCH CORRUGATED PIPE IN SAME AUGPIMENT � . _ CLEAN WA SERINLES SHEET 203 FOR FROFILE. r / \ 17+36.89 F'1'' -- 13+C7..K; _ �^ f`'� ✓ ' / N:6394 81 .04 E: 7620900.57 N"73-141 9.'1! TE 7..20L,,00.57 CONTRACTOR DURHAM STAGING AREA 1, h"r IR ElWNG MUENT FACILITY Si ►.ET WEATHER ITS OF RELOCATED E(O!i) OUTFALL N: pa928 42 By LOCATION E 7 0570.34 ` APPRO TE L •LIPPER TtI frit! INTUMTPMR SEWER- LIMITS OF A t CON UCT1ON KING PIT Project Manager W VERTICAI O RESTRAINT 43 -• ti 1 E DAMSON ned C , r �N: 639115.98 N. 7 9050 32\06, Qt� E. DAMSON E: j wn 650546.111- _ - - � � RIM Ora" E(OH�TTO BE RELOCATE -"~ J. � 6 9l -LOCATION QF DEWA !N l Checked --�-r_- _`'-- -- � � 7 0.. 88 EFFLU�JT � a A. LANDRUM ` `- -- _ Sym ,�' M LOUND ATER � \ Project Number SCC ' - -'" �-.. - -� --N: 639258.27- -"C L N 639100.93 .✓' " di -- E:_?d2p67 \ E 1176 0E 00039-474-102 Q11114-ML-Ill SERV}GES'1 �--• "'-- Date 700 Ata�T'IRS `' `� `"�--�,� _ SEPTEMBER 2001 will 'e. -60' JACKING PIPE ok RRA 01 .1:Fpc�RWTLAND & WEP F. DIIIS Z�l 26 ON x-701 ^.---- �. ._ -__-___w ^_ `- ---� - �... THIS UNE IS ONE MCH WHEN 13+00- - - . DRAWING IS FULL WE. IF NOT OJTFALL ACCESS TR ) 14+00. ONE INCH, SCALE ACCORDINGLY. go _ " @6. -'`♦ ``may o NE CORROS JEST 710 2 _ LOWER TUALATIN INTFRCEF'TOR S' "DIVERSION STRUCTUREENT _ -- MITS OF VERTICAL CWS EA�SEAIENT".`�. 15 p0 \ � `1S1:DQ•-�SLQ RF.'STR,JNT 14 a A 14+00 -�""' _'"`- 117 406 1F' ' N 11 �. 114 706Rill '' ? PdcT N 28" ALDER \--TRIM LOWER BRANCHES 797 ~4 AS REQUIRED Uti IPO �� 84wPLEF PT/PCC 4. u_ o `•- Iry 84 PLEF H8 1 ® 8 N � � R . 14"(2) DECIDUOUS - �, t U►_d CITY -,. R e# r x 'Lo PARK �► Not part of this pOUTFALL PLAN STATION EASEMENT CONTROL POINT DESC HB 84" PLEF H8 1 13+50 TO 17+50 700 N: 63899624 E 7620552.52 HB 17+44..32 701 N: 6.38995.13 F• 7670606.00 N: 839265 E 7620815.65 706 N: 637587.97 E 7620477.53 DELTA R 22' 59' 21" 707 N: 637587.97 , E 7620477.53 .Rq _ FROM DAVID EVANS & ASSOCIATES PLAN 85th Ave. 16580 1" y 20' BUP2002-00098 Sheet Number 14 of 61 103 r NOTICE: IFTHE PRINT OR TYPE ON ANY r�^►� 11 T-1 1111 ! 111 Jill 11111111 IIII ► Il y ll [ [I. r.l-i.-ffTrT[T � Ir il1 1Ii1_��. r Ali 111 Ili �IMAGE I f I I I 11111 IS AS CLEAR AS THIS NOTICE 1 Z . ---1_ IT IS DUE TO THE - -- -- - - -- - - -- .J QUALITY OF THE - ORIGINAL DOCUMENT l1E111111111111111111 illl 1111 _ �! . I 6T 9�I fi,t f: T ZT I T 6 8 L 8 Q fiN'o.�e 1111 I 111 I 6Z SZ LZ TZ OZ 61 L111111 T �uli�w �LI�.1_t1_Ll 111.1. ll l ll I t Ill I l(I L l(.l.l 1111 1.1J ll!111�1I f 6 I 5 I 4 1 3 -- I 2 1 1 1 <� PGE ELIvL'RM ` . ! . . SUBSTATION HDR Engineering, Inc. ,+ -145 CLEAN WATER SERyi '--`-...�``~-'-.---- � DURHAM FACILITY Aj �s WE WEAT�iFR 3 OUTFALL 2 ¢ / / Prnjrct Manager --- E DAVISON Designod C •17'.`x,.. ~'-�---�---'�----^^ ....._.- E DAMSON Drown J. CARTWRGHT RAI` Checkedm3m Rik/ - D Or OI �.r.-- .----�' - -- - •,ACCESS TRAIL, PAVE "^125-.� A. LANDRUM ..... '_ - �'-""�-f '--^ LOOP RETURN TRAIL """" �� ---BEGIN FANNO CR _ N TO THIS J LOCATION Praje�ct Number y 00039-474-102 _ _ � -- -- "' _ '"' '_ - _ �. ,.,, _ UTF' --.� �:.. �, �� -�--•-•.-..,"�'.---1,. Dat 639 ., w 416.057e..1 g- _ ,� C �AIE f 4. fir.,..-- �.--� E: 7fi709 I .� SEPTEMBER 2001 YY P 214 �. drlwt ,...-.. RSL ,�5'00 c► �` \� '� i . PERMAN 214 '1``. CW ENTCWS r \ \ THIS UNE IS ONE INCH WHEN 41 LOCATION OF DEWATERING NG � �-.` \ � DRAWING iS FULL SIZE_IF NOT DISCHARGE FROM GROUND \ ONE INCH, SCALE ACCORDINGLY. 4WATER CONTROL ACTMIIES. r ` . �. �1"�---1D ��" 19+U0 O 20+00 �• P� 21+00 22AQ, an coo PLEF HB 2 m , • PW ® n c e onj ��� 0 part Of thi4 perms u o Y CURVE o NUMBER ECRL NUMBER ER FCO 1 OREM� BRUSH TO Umar SHowN. W PI 2+01OPERMITTED PRIVATE RAILROAD CROSSING N .74 N PI 0+99.71 SEE SPECIFICATIONS FOR CONDITIONS. 1 STATION N: 638570.73 E 7621032.41 STATION N: 639346.42 E: 7620975.25 p DELTA 40' 17' 02• OCONTRACTOR MAY AT HIS OPTION AND �v DELTA BO` M. W. COST ALTER HORIZONTAL ALIGNMENT OF r RADIUS 550.00 RADIUS 130.00 KAD APPROACH TO RR CROSSING TO SUIT LENGTH 386.70 HIS NEEDS DURING CONSTRUCTION. I z < CD 2� LENGTH 135.14 CONTRACTOR TO RESTORE ROAD ALIGNMENT, _ Arg TANGENT 75.08 d HB 84 PLZF HB 2 +00.00~ PC ENT 0 PRE- C "ISTING CONDITIONS.E, AND VEMENT TO OUTFALL � HB 17+92.40`-" EASEMENT CONTROL POINT DESC � PC 0+24.55 � PLAN STATION STATION N: 639418.05 E 7820900.58 STATION N: 839394.83 F. 7820917.72 4 INSTAL _W CROSSING SIGNAGE. SEE 708 1:: 639282.56 E: 7620873.95 PT 3+86.70 SHEET 214. 17+50 TO 2.2+50 � i4: 8.9294.03 E:7820863.86 PT 1+60.78 r DELTA L 10' 39' 05' FROM DAVID EVANS 3 ASSOCIATES STAT10N N: 839801.98E 7821231.70 STATION N: 839372.13 E 7821045.78 �rOR FANNO CREEL( OVERLOOK TRAIL SEE SHEET 404. ©EXISTING 86' PLEF IS LOCATED 2-4 FT BELOW SURFACE CONTRACTOR SHALT. NOT DRIVE OR PLACE HEAVY EQUIPMENT, PLAN MATERIALS OR VEHICLES ABOVE PIPE 85th Ave. 16580 CENTERUNE. BUP2002-00096 Sheet Number 15 of 61 104 l f l i i i , akl�,,, 11" .�NOTICE. IF THE PRINT OR TYPEON r r r � i i l i i � i � < < i i � � i i i � i i i i � i � i i � i i i i � � i i i i i r � r r r 7 � r rll � t i1i 1�� ��_r� � Ct i-I � i1il � Ii � I � il � il � l � 1 ► � ; _ �..., . :.... ; .��,.: : IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1Q , --1..... OUTA ..5 IT IS DUE TO THE QUALITY OF THE 7-� - -� �- - - -- _�.__ __ $ 1 12-- -- No.36 ORIGINAL DCi%-.'*'UMENT - - 6Z 18Z I LZ 9Z S; 0z 6i gi GT 9I 9I ibI Ei ZT IT ILII ILII IIII�Iiii�llllllllllllllillll ILII ILII ILII I_��1.11111_I1� L1�1_.1111.�1��1 ILII. II1� I11� 1111 s g G s I� LiIliau �,!� l�u. 11llf �l r 6 I 5 I 4 I 3 I -• 2 I � I NO DiCFSTE'R C I D( PLAt48Nlt OL BULUM cLFAw WATER sERwrc>"s .� _''-� ;, s as E: DURHAM f71CRJiY 1 74213 !. HDR Engineering, Inc. 5133201.87 1 �� a e r r• CLEAN WATER SFltyM p r s • e • • E: 7621378.72 • ► • • � �.� . . • . . . DURHAM I16 fF� -- N.76213 1.81 R6'� A INC AREA FACILITY R WE 1" WEATHER R �o,`ALDER 20,. _ ,i- OUTFALL 4" ALDER Br"^.`'`�.�;�'`�� �... Pmjert Manager N * 6 MAPLE Designed C ---._.� - _R.. g X26 R E. DAVISON • SER O R IV-1 12 MAPLE- ABANt)ONED 61 Drown 8" ALDER ter-FroR (REMOVE J. CARTWRIGHT AS READ.) Checked _ `"' # ~`"-•-'�"``_���'""^--`'�- �1%ft pIB� 017--CA"iC f A. L%JVDRUI�1 - 12 .~" „ � 4 Project Number _7 ------R. j /�p� --�.� �- 00039-474-1k 2 5" AMER_- ,� �` �`+t� Date _ft_ �` ``"--�```�"-�-.- ' `~`� f• SEPTEMBER 2001 2" 1UER 1211 ALDOR �- ``�^�--.� "-�pQa^T off POWER UNES � 8" ALDER �` � 102" J) -I_P P� " � � BRUSH TO ~.~,-,�,� ,`✓�.-" `�' ..,,,_, � `''`"` 125 _..,.� �!•��♦1 � _ 22 ALDER ~•``"`---�.._r,. = 1� ALDER . PERMANENT r { T - _.-� erence W USA EASEMENT B" ABLDER FHB 4 J. I 10 yA_L.D R2;\ tib- `�^� y DA 2) ALDER R\ 1 i /J F ` 1 �`` �uom Wst/ot w, R 5r.,4r. .,^� / I �x A part of thispermit _ 23+00 84" PLEF 2;+QO C„(RAB PILE • i / /r ti ,j6" OAK MAPLE THIS UNE IS ONE INCH WHEN -4- ��i \t �i 1.1 r r r '� 710 T � � r DRAWING IS FULL SIZE. IF NOT ,I��,'r ONE h*L;.% SCALE ACCORDINGLY. 4" MAPLE 00 KNG Prr� f + :' 08 FIR ��uvyo 71c; !(//� I • ii4` A '' HB 84" PLEF HB 3 $ HB 24+86.66.69 TRIM VEGETATION �� l RO"4" Al JER '��-L N: 639750.79 c: 7621?d5.86 R� TO CWS , 15 I DELTA L 45 00' 25' I I BEGIN 6' WIDE TRAIL 8 .5"'2" ALDER_C fop MAPLE 70 TEMPORARY HB B 84" PLEF HB 4 c i �. CONSTRUCnDN HB 25+09.57 '^--- �- N: 639773.61 E: 7621387.38 u "`--�--- �` "` DELTA L 34' 47' 13" o a �rJ EASEMENT CONTROi POIIYt DESG �' �PAW ` �� hi6 84" �'LEF HB/VB 5 _ �` �1 � `` ��` �`'^� �I HB 26+02.92 w O RECONSTRUCT 50' OF 12" STORM DRAIN. SEE �., � 709 N: 639715.45 E 76213135.39 '`�.� �� \_ b SHEET 203 FOR DETAILS. �` / N: 639853.65 E 7621339.33 L^ ( 710 N.839763.14 E. 7621408.24 •�� � DELTA R 45. 00' 48' T 711 N:839789.02 E: 7621392.77 1 RO►IOVE E?fISTING INLET "�:v CAP,";'LUta ALL PIPES. ..�'`� 1``�,_ `~` "�., m 712 N: 63OS63.73 E. 762118285 VERTICAL SLOPE RESTRAINT REGUIK :D. `�.. 714 N:E39743.61 E: 7621420.05 " o t m 715 N: 639697.34 E: 7621367.52 ® PROTECT BURRIED AT&T/MCI FIBER OPTIC CABLES. �'~�.,``` .,� HB 84 PLEr HB/VB 6 A� 716 N: 639708.60 E: 7621357.61 O EXISTING 06" PLEF IS LOCATED 2-4 FT BELOW ' HB 26+61.05 OUTFALL SURFACE. CONTRACTOR SHALL NOT DRIVE OR �" N: 639910.04 E 7821353.43 FROM DAVID EVANS & ASSOCIATES PLACE HEAVY EQUIPMENT, MATERIALS OR VEHICLES DELTA L 4r 59' 39" PIAN STATION ABOVE PIPE CENTERLINE / 22+50 TO, 27+50 a PIAN 1" = 20' 85th Ave. 16580 BUP2002-00098 Sheet Number 16 of E1 105 F � - NOTICE: I. T C HE PRINT i I I I I I ► - O P. TYPE O N ANYys:�+���4 «w I I III III 111 11 . jIIillll III 11 ► 111 1 111111 1IIIFIi 111p IfIIIJI Il IIIIMAGE IS NOT AS C.:LEAR AS THIS NOTICE I I Jill � 1-1t � f I �� 4 5 f " IT S DUE TO THE QUALITY OF THE -- - -- ---� ► .� ORIGINAL DOCUMENT - ------ - __ 9 E 6Z NZ LZ 8ZIIII Z fiZ EZ Z TZ (�Z 6T 8T LT '.0 4T I fiT ET ZT SII T 6 IIII IIII ill11III 1111 1111 ILII IIII {III IIII 1111 Illi 11111�Illilll_ 11111111. illilllll Illi ll.l! IIII ILII illi llll Illi llll Illi Ilii illi lllllllll llll 1111 ill! 1111 _Illi lill�l[l lLf llll�l IIS III II I 6 I 5 I 4 I 3 I 2 I � ! / l D 8 OUTLET 40. .HDR Engineering, Inc. HB 84" F'LEF HB 7 ,SPECIFIC NOTES• � n ,, NQ 1 / LIMITS OF PAVEMENT, CUREAND GUTTER OR CONCRETE �� WATER HB 29+54.56 REMOVAL. AND REPLACEMENT. * h CLEAN SERVES !f: 540047.72 r•_- 7621612.65 VCZnM SLOPE RESTRAINT REQUIRED. h / 1 / DELTA L 4' 44 SS O REMOVE AND RESET LIGHT POLES. DURHAM 04 REMOVE AND CAP ABANDONED lffiIJ11E5 TO THE LIMITS SHOWN. /"� �. LIMITS 07CONSTRbON HB 84- PLEF HB/I 8 / FACILITY HB 30+80.05 � REMOVE ALL SLACKBERR7 PLANTS All OTHER WEEDF BETWEEN`' OLmET UCTURE 2 wE WEATHER N: 640115.55—rE 1821719.22 SLOPE �AND iRBE�DIISEPOSED OF OFF-SITE. E-SEED OUTFALL DELTA LL W 13 02 WITH NATIVE GRASS © INSTALL 30 LF OF NEW 6" NPW UNE AND RECONNECT TO B3• 8 x OUTLET STRUCTURE NO. 2 POINTS DUSTING. Si - - S1 N: 640.290.70 E 7621693.76 � LIMITS OF SURGE i3ASIN PAVEMENT REMOVAL AND S2 N: 640309.94 RECONSTRUCTION DETAILS SEE SHEEP 21��. E 7621894.45 Project Mgno9er _ S3 N: 640308.62 E: 7621731.17 O FOR MODIFICATIONS OF EXISTING OUTLET STRUCTURE NO. 1 .,.� E DAMSON 54 N: 840289.38 E 7621130.48 SEE SHEET STRUCTURE NO. 2 SEE SHEET 209.N DETAILS OF OUTLET Desiq»ed SS N: 840290.60 E 7821724.52 Pool E OAN150N PPOVlDE MNNTEWWCE/OPERATOR STAFF ACCESS TO FILTER `' rh' Drown 11ACKWASH BASIN AND M7ERING/SAMPUNG STATKNV. MAINTAIN / x s / POWER AND CONTROL AL FILTER BAKC WASH METERING AND J. CARTWRIGHT e� Checked SAMPLING STATION AT ALL TIMES. J S 6 A, LANDRUM Project Number 00039•-474-107 Date / SEPTEMBER 2001 tix PAKLINE CORROSION STATION �` "�' STA: 32+10 UNM 01 THIS UNE IS ONE INCH WHEN x ~` _may'^' `tip - ,y0 / �`• DRAWING IS FULL SIZE IF NOT " �- - `•.` • - /'r/ f //j ONE INCH, SCALE ACCORDINGLY. e 1 % -� S CO CTOR- ST ING AREA d G 55" CHERRY -�.._ �"��`"R FILTER 6tACKWASH ` 13" Od1lC _- 1 �''\1 ( ��`"CS.►1 5 �, C0NNECTION� RE BASIN METE7i1NG �i, 6�ALDEERR "`�^'`"' ' R ' ` 5EE §HE 22 7.AND SAMPLING6' ALDER Ix x 7 D BIRO-.. ' ' `` ,\�_ :• '. :•: - - ....._--�-..- 2. �.�,;;,y��• ,.,•: � mss` (c'""...� -.__-✓ ----..._._,.„� �.,,, -.�'.! 16" FIR- Z" I�w 2" Ex G --•' APPROX EDGE OF L NEW PAVEMENT Wf PAVEMENTV 1. D IST PAVEMENT CURB A: GUTTER "�- _. .... ti. _:_ � �_ _�"_._ _�. . M- -�u�"" - -•- - — - - -__. .._`._. FEATHER NEW ��0` 2513 1 - OUTFALL PAVEMENT TO ��_ _ _ - �_. _ MATCH EXIsnN% -----�--"- PLAN STATION WESTERN R/ 0007RAIL'DMSION• --#- ! -•l--- ---� '�"' � 27+50 TO F ---��---1t -—. ---,- -- i----. ---r .L--f- _ti_.. _..___-...� - -- --- � . . ------•- - .�..-_______— __�.._ ._. ___ _..._______-__,__ - 32+55.21 PLAN IT 1' - 20' BUP2002-00098 =� Sheet Number 17 of 61 106 R« _ r*:Ai•,f�y.i to ';Y.r . ...'n .- '""X�1h7'c wy, .. .. . NOTICE: IF THE PRINT OR TYPE L N ANY TI -� I I III III 11 '► III III L.L I III ! 1 11 1 1 1 1 111 _.,.I_ �� I I I I i I I I ► . � -- ... I I I t � �rI_[j_r[TjTTT I 1 I I I I Til I I ! ll I I ( I I ( I I I l 1 f I -�. IMAGE IS NOT A� CLEAR �.,� THIS NOTICE, 1 Z � i 4 � � ( , IT IS DUE TO THE QUALITY OF THE - No, � . •,.�,. .. ORIGINAL DOCUMENT - --- E 6Z gZ LZT'11 '11 5ZOZ 6i 8I LT 8Iilll�11,11!111111111 IJI- 1111IiILIIIlI�11 �IIIiIII1!11I1IIiIIIIiII I1119 I l I l l l l il l l l l l l l l l l I I !I I I I I I I!i t II I I I....I I I I LI Il ll 1.1.1. u.l l,1 i 111 l !!I L LI11 l_i 1 11.11 ll11.t.1J.i1 � 1.1.1. 11111 I�1 i, �: .�- r 6 I 5 I 4 3 I 2 I 1 SLOPE RESTRAINT REQUIRED �J 125 8 Lel o .m D ka 8 g + � � a __ 125 < MOW a, p 120 sW W W N I �► HDR Engineering, inc. ( ST1NG GROU D 120 115 � CLEAN WATER SER410E5 • f. f Y ui ' a • ea • • � 90th ENT,LE + ( 1,5 SEASON CULE J DURHAM ,10.00 r „D — -'' FA(�I ►_ITY �" WET WEATHER X 110 OUTFALL TYPICAL SIJ WMER � 105 ATER-SUACE— EL 102 5 MM z I i 105 100 1 Project Manager t.,.. . IE 101.04 E. DAVISON Designed C - 100 A. RASMUSSEN 95 Drt wn J. CARTW)'IGHT E 92.40 Checked -------,. 95 A. LANORUM 90 Pro)act Number - ^^��------------ 8t'00�00'i 00039-474-102 Date I 84'00.001 — 90 SEPTEMBER 2001 84 00.595 T— T — 0+00 1+00 2+00 PA,a+ PROFILE 3+00 4+00 S+OO 4, HORIZONTAL 1' = 20• _ VERTICAL 1' m 5' 125 o pTHIS iNCH WHEN DRAWINGEISIFULLE SIZE. IF NOT I –� � OwpNF NINCH. SCALE ACCORDINGLY.Ir WO+ 125 W( t2W� + 0120 to . o WW O co .r- EXISTING GROUND 120 115 _ 115 ZI � � 110 w - ,__ 84Ln LEF € a -i 110 u 105 W O ... ._ .. 105 o IZ) D IE 101.04 � � � � � 100 - y �____�_' ----} ---- IE 101.61 N 2- 111 i 100 I ((( I 84'00.001 0 r z < m es --___._.._i. -�..._ _ t OUTFALL PROFILE artl hta�- P&mjtSTATION 0+00 TO 10+00 5+00 ~ 5+00 7+00 ---- ^' 8+00 9+00 10+00 00 PROFILE o 85th Ave. 1651;0 HORIZONTAL 1' 20' VERTICAL 1' 5' BUP2002-00098 Sheet Number 18 vl 61 108 NOTICE: I 1 I I I � - 4"'ul `'i+ a� u�rt lf+•^ 1[?' `6r..'iG.'m.!Z' dfSyd'II-;-k r f l l I I I I I I I I I I I I 1 1 I f T .,,._ , _ r �- � ,.,.. . 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INSTRUMENTATION SYMBOLS INSTRUMENTATION SYMBOLS EXPLANATORY NOTATIONS INSTRUMENT AH2REVIAACN3SYM —, BOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION -ABBREVIATION DESCRIPT'ON ABBRE.VWnCN I DESCRIPTION CONNECTION TO PROCESS, MECHANICAL_ I I Al Ai'VALOG IN 47 NLS HANG ).NCM SWITCH LINK, OR INSTRUMENT SUPPLY PRESSURE CONTROL VALVE AO ANALOG UUt H2S 'I`nROGEN ^UL FIDE PNEUMATIC SIGNAL. OR UNDEFINED SIGNAL BI BINARY CODED DECIMAL OUITW w INTLK INTERLC= C FOR PROCESS FLOW UNE Zn BO BINARY CODED DECIMAL. OUTPUT ; LAM ACOP ACc�s MOAULE HDR Engineering, Inc. ELECTRIC SIGWU.. DISCRETE X BUTTERFLY VALVE xr NOTE X- PROCESS OR INMTING VARABLE: CL Cpm Lr p $ M;� LC,)PR SCcM Y. OUTPUT FUNCTION ELECTRIC SIGNAL., ANALOG IL� Z/Z: E - VOLTAGE CO CONTROL. OUTPUT PI PULSE INPUT ! - CURRENT CPU CENTRAL PROCESSING UNIT RI RIO INPUTELECTRIC POWER BALL VAS WITH: P - PNEUMATIC CRT CATHODE RAY TUBE (OPERATOR WORKSTATION) RTDCVM WATER �RM1r�S OMERNAL, SYSTEM LINK -� � H - HYDRAULIC PF - PULSE FREC LIENCY DDM DATA DISPLAY MODULE (SOFTWARE OR FIRMWARE) S +� SOLENOID PD - PULSE DURATION � � � �'�'� ":t:.dPLPATURE DETECTOR RSPOI TWO SINr,-E SOL . DOUBLE THROW CONTACTS a P PNEUMATIC R as RESISTANCE DI DISCRETE INPUT SI • a a SORyti INPUT ELECTROMAGNETIC OR SONIC SIGNAL _ GATE VALVE ISO - ISOLATION DO DISCRETE OUTPUT n TINPUT o D U R HAPOMRAMP - AMP GENERATOR EA PCFALURE ALARM XI " • s ISOLATED INPUT FIELD MOUNTED FACILITY SEE IS.^ STANDARD S5.1 TABLE 2 EDV VOLTAGE DIFFERENTIAL. RELAY XO ISOLATED OUTPUT •" -- -- GLOBE VALVE FUR FUr3CTION DESIGNATIONS FOR a ELECTRONIC INDUSTRY OF AMERICA YA TORQUE ADJIRM. PLC ALARM. FIRE ALARM. WET WEkTHER RELAYS OUTFALL MOUNTED ON PANEL FACE (SUBSCRIPT' ES ELECTRICAL SUPPLY VFD FAILURE •« INDICATES PANEL) MAGNETIC FLOW METER HAND xxx SELE�ci TOR SWITCH WK MANUAL CONTROL STATION YL PILOT LIGHT (I�A,;fTANED COIVT� NOTE XXX: AN - AUTO/MANUAL « MOUNTED BEHIND PANEL (SUBSCRIPT THERMAL MASS FLOW METER AO - AUTCk/OFF IDENTIFICATION TABLE ••+ INDICATES PANEL) 6 LR - LOC4J!tEMOTI» oo - ON/OFT FIRST LETTER 1 5 j y MOUNT® ON AUXILIARY PANEL (SUBSCRIPT � PINCH VALVE HO - HIAMD/oFF ( ) ( ) SUCCEED,'JG L�ITER (1) (4) Project Manager .•+ INDICAI LS PANEL) 0/C - OPZ1/CLOSE E DAMSON DOS r• OUT OF SERVICE MEASURED OR RE4DOUT OI►TPUT Des; " MOUNTED BEHIND AUXILIARY PANEL ROTOMETER OSI: OPEN/STOP/CLOSE INITIATING INITIATING OR PASSIVE ••• (SUBSCRIPT INDICATES PANEL) F4 - -ORWARD/REV"ERSE VARIABLE Hl1NCTIONS FUNCTIONS MODIFIER D. BEST C DIGITAL DOPPLER FLOW METER FOR = FORVARD/OFF/REVERSE Drawn AST � A J. CARTWRIGHT OW- LA ANALYSIS ALARM INDICATOR LIGHT (SUBSCRIPT INDICATES FS FAST/SLOW FOS � -'- ••• PANEL) _ DIAPHRAGM VALVE - F �^ /SLOW 8 BURNER, COMBUSTION B - - Checked JOG - JOG IU. - LEAD/LAG C CONTROL — K GA70NER _ MULTI-FUNCTION INSTRUMENT (SUBSCRIPT D NOT USED DIFFERENTIAL (5) - Project Number •« ••• INDICATES PANEL) CONTROL. PUSd%ff= E VOLTAGE ELEMENT (PRIMARY SENSOR) 00039-474-102 XXX (MOMEKTAR'Y CONTA M) F FLOW RATE RATION (FRACTION) (5) GALSS, VEIWING DEVICE Dote HS PROGRAMMABLE LOGIC COhTRO..L.ER SS - START/`TOP NOTE XXX: OC - OPEN/CLOSE v NOT USED SEPTEMBER 2001 PANEL LAYOUT SYMBOLS � (SUBSCRIPT INDICATES PLC NUMBER) MFS - MODULMODULATEFASTER SLOWER H HAND — ANALYSIS HOC - MODULATE OPEN/CLOSE 1 CURRENT (ELECTRICAL) INDICATE HIGH (8) d :M I J POWER SCAN - ---- �o`�• E:D *" - DRAWING NUMBER SYMBOL DESCRIPTION K TIME, TIME SCHEDULE TIME RATE of CHANGE (5) CONTROL STATION A - MATCH REFERENCE XXX L LEVET - LOW (8 - INDICATING FU;EHOLDER DRAWOUT T.PE NOTE XXX: CL a CHLORINE M MOTOR, MOISTURE MOMENTARY (5) MIDDLE INTERMEDIATE (8 Ph; - pH L S ROTARY LOBE COMPRESSOR H2S - HYDROGEN SULFIDE 4 OXYGEN NOT S STARTER --1 NOT USED t TUR - TURBIDITI� ORIFICE RESTRICTION CMC SWITCH, WITH TYPICAL. P PRESSURE VACUUM � •- ----- �� ��� p NAME PLATE BELOW (1' X 3' LII - LOW EXPLOSION LIMIT ORP - OXYGEN REDUCTION Q QUANTITY INTEGRATE, TOTAJZE (4 RECORD Ii POTiNTIA -- - R RADIATION - ROTARY COMPRESSOR -- R THIS UNE IS ONE INCH WHEN ® IND)^"nNG LIGHT 1ND1f�TOR LIGt1TS I DO DISOLVED OXYGEN S SPEED FR:QUEK''Y SAFETY SNATCH DRAWING IS FULL SIZE. IF NOT RDIN x n' XXX NOTE JXXX: R/R - RUM, READY T TEMPERATURE TRANSMIT ONE INCH, SCALE ACCOGLY,-- CENTRIFUGAL PUMP ra ILLUMINATED PUSH BUTTON REM - REMOTE U MULTNARIABLE 6) NOT USED _ NOT USED -NOT USED B RUN - RUN V VARIATION, VALVE, DAMPER LOUVERo N g ROY - READY MECHANICAL, ANALYSIS ALYSIS ELD $ N SELECTOR SWITCH WITH LEGEND PLATE F OPEN W WEIGHT, FORCE W ENGRAVED: K SND-OFF--AUTO OR AS MTR CHEMICAL DIAPHRAM PUMP SCHEDULED ON LEGEND PLATE UST CLS - CLOSED X UNCLASSIFIED X AXIS ~i NOT USED STARTER NOT USED A - ALTO Y PW, STATE OR Y AXIS RELAY, COMMUTE, (� N - HAND PRESENCE (3) � CONVERT (7) �J PUSHBUTTON OFF - OFF _ O/C - OPEN/CLOSED Z PCISTTION. DIMENSION Z AXIS DRIVER, ACTUATOR, PROGRESSIVE CAVITY PUMP UNCLASSIFIED FINAL A D C D E CONTROL 11ELIENT _ 0 AIR DIAPHRAGM PUMP K L M N WINDOW ANNUNCIA�TOR UTE iN RCNHEDU� I�/ 1611INSTRUMENT IDENTIFICATION IDENTIFICATION TABLE NOTES GENERAL NATES ros t1 i ANNl1BAR SWITCH: AS-AMMETER, V5-VO'.TT►IEae-.R, AAA p p TS-TEMPERATURE. SS-SYNCHRONIZING XYYY 1• THIS TABLE IS USED TO DEFINE THE BUILDING BLOLKS OF THE 1. THIS IS A GENERAL INSIRUMLNTATION SIAEET. SOME SYMBOLS Y (ZZ) XA IDENTIFICATION SYSTEM AND SYMBOLS USED. j J� OR NOTATIONS MAY NOT bF USED ON THIS PROJECT, w w AM INSTRUMENT FUNCTIONAL IDENTIFICATION SEE TABLE 2• THE GRAMMATICAL FORM OF THE SUCCEEDING LETTER MEANINGS 2_ SEE ELECTRICAL DRAWINGS F0.' MOTOR CONTROL DIAGRAMS, D D INDICATIN.� METER: ARE MODIFIED AS REQUIRED. FOR EXAMPLE, -INDICATE MAY BE BLOWER V HM A-AMPERES, V-VOLTS, X LOCATION OF LOOP APPLIED AS 'INDICATOR OR 'INDICATING'. 3. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR EQUIPMENT / WHM-WATTHOUR, PF-POWER FACTOR, LOCATIONS. �+ F-FREQUENCY, T-TEMPS RA1TURE; YY( TWO OR MORE DIGITS IDENTIFYING SERIAL LOOP 3. USAGE IS SOMETIMES IDENTIFIED BY NOTATION OUTSIDE OF 4. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF MOTOR STARTERS RPM-SPEED, WH-WATTS. P-PRESSURE NUMBER WAN BUILDING BUBBLE. SEE CONTROL DESCRIPTIONS AND ABBREVIATIONS. AND VARIABLE FREQUENCY DRIVES. z° .0 MTR HOUPMETER COUNTER 8 SUFFIX UTILIZED WHEN TWO OR MORE INSTRUMEMS 4. UTIUZA:TION OF A DOUBLE HIGH OR LAW MODIFIER, E.G. LAHH (`R 5 INPUT/OUTPUT POINTS SHOWN ARE NOT ALL INCLUSIVE, REFER WITHIN LOOP HAVE SAME FUNCTIONAL IDE NTIF-- L.A.L_, INDICATES A VERY HIGH OR LOW CONDITION. IF BOTH TO SPECIFICATIONS FOR PLC 1/0 REQUIREMENTS Aw )CATION, E.G. A FOR FIRST, B FOR SECOND, ETC. MODIFIERS USED, E.G. )AHL., THEN THE HIGH AND LOW ALARMS INSTRUMENTATION MIXER HAVE BEEN COMBINED. 6. ABBREVIATION LIST IS NOT INCLUSIVE INE1 WMENT IDENTIFICATION SYMBOLS AND r— O INDICATES TTFI�IS SUPP,JED BY E�UIPMEM' TAM ARE SHOWN FOR THOSE TAGS THAT ARE NOT CLEARLY a L XX•X DIGITAL INDICATOR (X INDICATES DIGIT) MANUFACTURER 5. ANY FIRST LETTER IF USED IN COMBINATION WITH MODIFYING DIEFINED BY THE INSTRUMENT (TAGS 1CATlON TABLE. OTHER ABBREVIATIONS XA LOCATION OF INSTRUMENT (SEE DEVICE LOCATION LINERS D (RATEFtfN7CHA F (RATIO), M (MOMENTATOT TAGS SHALL BE IN ACCORDANCE WITH TABLE_ 04M MOTOR (TIME OR RATE OF CHLANCE), Q (INTEGRATE OR TOTALIZE)POTENTIOMETER SCHEDULE) OR ANY COMBINATION REPRESENTS A NEW AND SEPARATE 7. SEE DRAWING 3 FOR ADDITIONAL_ A0BRE1MTIONS. (ZZ) INDICATES TYPICAL OF ZZ MEASURED VARIABLE. AND THE COMBINATION IS TREATED a AS A FIRST LETTER ENTRY, FAN 6. 1IaE FIRST LETTER 'U' IS USED FOR MULTI-VARIABLE ALARMS. 85th Ave. 165$0 THE FIRST LETTER Y IS USED FOR NUMEROUS EVENT FUNCTIONS. B U F�2001-00098 Sheet Numae�"'— SEE CONTROL DESCRIPTIONS AND ABBRBIATIONS LIST. 7 of 61 6 OWN NOTICE: IF THE PRINT OR TYPE ON ANY >~�► 1 � I � � III � II � � � { SII � I , III rl � IIIIII � III'-� � r1-r -r r1Tf 17-[115(1 -t�i III Ili T`� I IIf � ► I ! III II ► III III � � 1 III III III 11l III IIT III f � I , 11 � 1LT� rpt rel IIIIIII I I I I I I I ID _._.,�. { � { � � � I � { � IMAGE IS NOT AS CLEAR AS THIS NOTICEI i { I I - 8 � �0 IT IS DUE TO THE QUALITY OF THE No.3e, �_. ORIGINAL DOCUMENT � � 6Z )III IIII!illl�IIII 1111 )III )III illi Ilii Illi 1111 �1llI111( llllllll. 11111�11 Lill. !111_ Ilil ILO11 IZl Il6GI1111 11911 1)III_LIgLT ' )III ILII Till llll.IIII )III )III ILII loll i 11LI .II_l IIIIILIII llll �h � l.l.l. �IIII��I 2 I I DURHAM ROAD '" ""r �"'.—" s e ........ CP #1 -----�-- - --� • a 1 m ® « • 1 s o r d I � HDR Englneering. Inc. • 4 l6 A r a r 1 • ''� • • awa • w ea • • • � � a ! • w e • a s a a • . : ® • .• : : : DURHAM • tI ► FACIi._ITY ran C _ OUTFALL LEAN % i�R SERVICES • . CONTRkibW POFD WESTERN RAI RCW/ GJR M A STAGING , ! 000T Rin DIVISION r ■ 41 Project Wim9or TBM #103 f . ! j Da3i9ned i OHS /♦l I A. RASMU5SFN ESTATES SECURITY GATE + `� 1, A ^-"S- ,''r l 1 Drawn FREER 1 Checked L A. NdDRUM C R STAGIN ARES, {� _ MI1L.�L.-._. 1,,_•,r_•, Pmjctt Numbwr „�.•�' i t �� OI�E TMJ SEi:DED LAWN WHEN STAGING AREA IS NO 00039-474-102 I ♦` LONGER USED4. • CONTRACTOR SEPTEMBER 2001 STAGING AREA ♦4a t>r�+♦ � PGE ELECTRICAL SUBSTATION ------ y l t} CONTRACTOR ACCESS/HAUL ROUTE R ACCESS/HAUL ROUTE � CT REPAIR OR REPLACE r�.1'A7EME'NT AS REQUIRED) d �." Q v` END OF t r C +• p� PAVEMENT IWO I ' / EXISTING PRIVATE R.R. CROSSING t " THIS LINE IS CONTRACTOR ` f- • -� DRANNG tS FULL SIZE IF� STAGING AREA — `•`". ' :' �I�: CLARITYADr.ACENT PL�� OUTFALL �1 ONE INCH, SCALE ACCORDINGLY. 1. FOR848SANARY „ IT \--84O DSED IS NOT SHOWN. SEE SHEET 100—'•06 FOR IA SEWER STUB WET WEATHER ,r IECHMCAt—URM LOCATION. OUT OUTFALL UN 2. FOR CLARITY OTHER WORK WrHIN DURHAM r a+ (OUTF4LL #2 � PORINGLOCATIONS,R QC8-7 ARE APPROXIMATE CITY PARK IS SHC NN ON 440 SERIF^; . DRAWINGS. CONDUCTED BY SQUIRER ASSOCIf,TES. OHE i A PIEZOMETER WAS INSTALLED AT 3. SITE SURVEY IRFORM.-T10N PROV DED B'f B-3 'Ip V� B-` DAVID EVANS AND ASSOCIATES +998DURHAM do 2000. �- TBM #107 �./ CITY SURVEYINQ CONTRO POINTS PARK �1 cc f TBM /202 N 641,6.40.687 E 7,620,547.792 N 637,742.82 E 7,620,431.63 a -4 BRASS CAP IN MONUMENT BOX _ ELEVA71ON 120.60 FOUND EXISTING � �-`" . I T COhlTRAGTOR� NW CORNER SEC110N 13, T2S. RAW, W.M. 5/8- IRON ROD c� SING TBM #650 TBM #103 m W �„� TBM 1625 0: E ELEVATION 170.59 7,620,521.71 M7CAPN 636,035.39,035.39 E 7,620,500.31 IN SW 85TH A`ENUE Al ENTRANCE 3ELEVATIONDEA CONTROL WASHER I �* TO HEADWORKS BUILDING v� COhTTRACTOR ACCESS/HAUL ROUTE ; --... �•' TBM ;107 TSM X1650 Ilk - B-2 I rN N 638,810.01 E 7, 0,580.07 N 6,38,513.71 E 7,620,887.51 OHE ` ELEVATION 115.99 1/2- IRON ROD ELEVATION 113.18 PK NAIL WITH 1 •,...��^� WITH RED PLASTIC DEA CONTROL CAP 3/4• DEA CONTROL WASHER t s A ! IBM �625A TBM #125 SITE PLAN • COORDINATES BASED ON NAD 83/91 (CONTRACTORS { ��� ELEVATION 8.96 DEAD CONTROL 1 EXPRESSED IN US FEET. ! • DEWATERING HAUL ROUTE � �``"-•� POINT NO DESCRIPTION AVAILABLE • DAVI'D EVANS d: ASSOCIATES INC. (DEA) . TAXATMEN'T AREA DAM i TBM #m r� �--%:==,TBM /202 p- SITE PLAN 85th Ave. 16580 ' 8-1 ��, t' - 200' BUP2002-00098 Sneer Number TUALrnN 1 8 of 61 7 NOTICE: Z r I I IIII -1-T[1 ._ �u O ICE. I!- THE I'' I I I I I __ - . .�._ k. ..,.. ; _, , , �•,.. E RINT OR TYPE ON ANY I r i I i I T 1 I r r T i r r �T , I � Illi I � i I � I I l l r � l 1 I � I [ ( rI-TT I I I [ l i l l f l [ l I l d 1 [ i f [ I Ill I I � , ir � � iiili , r � � ir � rlrrli � iirr � r � rrrrrl < ( < < ri1 < < � iiii � i � i < < iiliili ! II IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 ! I I I I i I `7`•' _L _ J I 7 9 10 11 12 .E S. �C�D IT IS DUE TO THE QUALITY OF T.I�E _— - _ _ __.. _ _ �.__ _-- _____-- —__ 1 Na.36 :.,.w M..,corm• ORIGINAL DOCUMENT 1: 6 8ti � 'L 99 93 Z fiZ EZ G TZ UZ 6T IS LT sT 9T fiiETTLI i' , ,�iaw.L I Iil [1�[[[ [[I[ I( 1[I1�1 !I I ; II LlIIII. IIII I11111!IIiIIIIII :IIIfIIIII111IIIIIIIIIIIIIIIIIIII ►IlllllllU..l.�l.l.1Jll�a .[111111 � I Illi lJil. 11ll ll 1.11. 11!!l�II s 1 .`_.''"r"we"ay"�„+:,�..'. io-�""�,`'S hk�,��s �, k 6 I 5 I 4 ( 3 I 2 130 130_ '► a e i e M e • • i A �+ IrDA • i • • e i � f • b q a • * i • e !" r e w e • • e e • 125 Tom, 125 e � e 120 • • e • • o • r r e • e _ • e HDR Engineering, Inc. 90H PERCENTILE 120 r o • e • • a e • • WET SEASON • • * e • • +► FLOW 7000 CFS IN RNER ExrsnNc uND Flow DISCHARGE FROM DURHAM 7 i 115 SUMXS APPROXIMATE FACILITY SUMMARY TIZLc itn CLEAN WATERELEVATION 110 115 F LOQ. (MGD) r DATE FLOW TO PLANT" OUTF.d.L Nu. 1 LAj MALL NO 2 EL 110.00 HHDRAU GRADE U 65 MGD 2020 169 ' 17' ` ''S DURHAM 110 Cs•130 110 B=—OUT CE i1a4 196 FACILITY WETWEATHER • TYPICAL DRY 84' PUT OUTFALL SWON WS )q5 ____ EL 102.5 105 y -T 1LX) �s 100 Project Manager E DAVISON Refe once on Designed i A. RA.SMu.�'S.EEN C e CONTROLLED BY 95 ____ Drawn LAKE OON DA I 95 Not of this pe`+ 1 I J. G1RTN�RIGNT rmiDIVERSIONION DAM I Checked OMER A LANDRUM 90 C 6K VALVE 90 J Proect Number 00039-47.4--102 0+00 1+00 2+D0 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 Date SEPTEMBER 2001 TOP F DIKE Fill 148.5± EL 148.50 EXISTING GROUND otlt�+ 145 e 1 .30 1 45 FL._L4, rir,,� FILL-., ALL S� C LIME OPENING l I _ 1� + EL i 4{,.19 rrtaneei yysi/oi 140 f x ITHIS LINE !S ONE INCH WHEN SURGE IS F'JLL SIZE IF NOT _. PO D WES NRR CRO IMGM_ � 1�.� BASIN N9.1 DRAWING 135 ) E ACCORDINGLY. 135 ONE INCH, SCA B g I EL 130.00 (BASIN FL00g) 130 EL 129.00 ��- 84' PLEF 1 NE 65 MGD __ EL 127M 125 - t LJC E C=1�I OUTLET STRUCTURE 2 - " 'T TO SCALE 125 I f a I 120 / 120 : o'� i I a 4 FILL * ' 115 ---- - _w..... � o 115 0 w � E � Ln V) 110 110.57 110 � 84' PLEF A 105 ..� � HYDRAULIC i _...__ � _.._� 102" JACKING PIPE t 105 PROFILE 100 1 � � 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 100 23+00 24+00 25+00 26+OG 27+00 28+00 29+00 30+00 31+00 32+00 32+ � a €'� PROFILE tPLANT OUTFALL NO. 221 85th Ave. 16580 Fq$ HORIZONTAL 1" 100'-0" BUP2002-00098 sheet Number VERTICAL 1" R 5'-0" 9 of 61 3 NOTICE: IF THE PRINT OR TYPE ON ANY rr ►� � II II , � Ii � , I , I � II � IIi � ( � II � � � I � ilr � ilr r � i�� -,SIT__ rI < < I � iii r ( � iIr rI � 1Ii iI � � ( < < ( � � I < < i Ali � ( i ( r�� r1-I iIi � IT--[ f]T 1 r� r ► �� _L1t1 �1 ► pjI r1_i. -i.� jil ; � I � , ili � ili , II IMAGE S NOT AS CLEAR AS THIS NOTICE Z _ _ - 3 4 _ _ F 8 9 _ 1�0 11 1 �----� C� 1 -� IT IS DUE TO THE QUALITY OF THE _ No 36 ORIGINAL DOCUMENT �E�6 Z S Z L 8 Z S Z Z E Z ? T Z O�Z� 6 T I L I S► T ^�' T Z i E T IH Lilllll.1 llRNll� llllullll.tl 11ll. 1111� ►11I j 6 1 5 I 4 I 3 i o J o y . +s " � a r r • a a e • $ a + s n " s " vMa. a . a " ♦ + " a DESIGN CRITERIA • I GENERAL SCHEMATIC ARRANGEMENT OF PEAK W. WEATHER FLOW MANAGEMENT SYSTEM D " Q • a ® + 00 4 0 PIPE DIAMETER: 840# is r " "' + ` + HDR E;�y;nsering► inc. CLEAN WATER SERVICES DURHAM FACILITY a M a 4 "� PIPE LENGTH: 3255' PIPE MATERIAL: CHLORINATION ►► C1 s� FURGE MEAN WATER.ALTERNATIVE 1 STEEL AVVA C200 ASTM A570 g`►,SI;, r1k IN MNYTES LINING: AWWA C222 BAS N0. NO. 2 COATING: A%vWA C214 STRUCTUREDURHAM JOINTS: DOUBLE WELDED TO ALLOWEXCOESS NO. 1 AIR TESTING FLOW FACIDIVERSION 30 91 WET WEATHER LINING: NA LITY — ALTERNATIVE 2 REINFORCED CONCRETE AWWA C302 STRUCTURE OUTFALL COATING: NA JOINTS: STEEL END RING DOUBLE RUBBER GASKETS TO ALLOW AIR TESTING �.. ALL FLOWS 1) Project Manager PRELIMINARY PRIMARY MANHOLE HOLES: 1 AND w EFFLUENT BOD REMOVAL E. DAVISON Designed PRIMARY PUMPING BNR AND SURGE BASIN OUTLET F DAMSON C TYPE OF DIFFUSER: SINGLE PORT WITH TIDEFLEX TREATMENT STATION CLARIFICATION RETURN - STRUCTURE Drown CHECK VALVE PUMPING � N0. ?. R. ©ER STATION FLOW MEASUREMENT C`iecked SUBMERGENCE: & DECHLORINATION H. SrEQHENS DRY SEASON Project Number NOT IN USE: 2.5' — 3' _ 00039-474-107 ---- Date WET SEASON: ANTICIPATED USAGE OCCURS WHEN SEPTEMPER 2001 RIVER IS AT AN ELEVATION THAT WILL DIS!NFECTION CREATE 17' — 18' OF SUPMERGENCE. AND • "i e ' +`' DILUTION: FILTRATION aaooN WET SEASON: WILL RANGE FROM 4 TO 9 AT THE ,t REGULATORY MIXING ZONE BOUNDARY FLOW MEASUREMENT & DECHLORINATIONUC)' THIS UNE IS ONE INCH WHEN DRAWING IS FULL SIZE, IF NOT OUTFALL NO. 1 OUTFALL NO. 2 ONE INCH, SCALE ACCORDINGLY. B 8 N Fleferenco. opjll Not part of t h i :, permi't TUALATIN RIVER Q _ u o � c a a WET WEATHER FLOW MANAGEMENT SYSTEM 60- � x� e e FUNCTIONAL DESCRIPTION N N 1. 99.99 CF ALL FLOWS TO THE DURHAM FACILITY RECEIVE COMPLETE TERTIARY 2. OUTFALL NUMBER 2 OPERATES ONLY IF AND WHEN THE SURGE IF TREATMENT. DURING THE WET WEATHER SEASON THERE MAY BE TIMES THAT BASINS ARE FULL. ANTICIPATED USAGE IS CAUSED BY THE 1 IN 5 z° a m PEAK HOUR EXCESS FLOWS ARE DIVERTED TO THE SURGE BASINS FOR YEAR PRECIPITATION EVENT. A, STORAGE. AFTER THE PEAK EVENT HAS PASSED, THE SURGE BASINS ARE DESIGN CRITERIA & DRAINED TO THE SURGE BASIN RETURN PUMPING STAT!ON AND CONVEYED TO FUNCTIONAL THE PRIMARY EFFLUENT PUMPING STATION TO RECEIVE ADDITIONAL TR5\TMENT. DESCRIPTION F a 85th Ave. 16580 BUP2002-00098 Sheet Number 10 of 61 9 NOTICE: IF THE PRINT ORTYPL= ONANY r1Y( � L � Iil � l � IIII � I � I � J � � II � III � I � I � ll � l � �� .� ( r�r�� rl-r- �.1..�1_�_1.1 � I � .r� i � �. iili Ili � Irili iliiliili iltjili � ilrE � i � Iril � iJi r1 ► � il � � �1 � � � � � � ..1_L,- ��__�.. �. _i i i r i i ii , IMAGE IS N f �— + I ) ! 1 f I I I I I I 1 --r O AS CLEAR AS THIS NOTICE 1 � I i �J 3 I I J 6 7 $ 9 1 0 1 1.2 �� S IT IS DUE TO THE 'QUALITY OF THE __ -- No.36 � ORIGINAL DOCUMENT E 6Z 8Z LZ 8Z 4Z fiZ �Z '11 TZ OZ 61 81 Li 9T 5T i� I $ i ZT IZ T 6 8 L 8 S fi E Z T ►a� i�w 11111111111111111111111I! Illi illillll1111IIII11�Jll.11Jll11�1 _IIIL�LiII IIli. 11il1ll I III I � I. II III (IIIIIIiIIIIIIIIIIIIIIII ...IIIIIilllllllllll �IIIJII� IIJIIIIIIIIIIIIlll111 I Illll(l 111 I � � I I►I l i 11 l l 11.11 .1.1!_ 11 I I X1,11 I 0 - s ( 5 I 4 I 3 2 I 1 0 to I I � • • • • • • a • 4 I I i ~ D • 1 1 • s • v o • • • 1 • DR Engineering, Inc. 1 J • � i f JlUr-"A4I � WATER SERVX0 1 r1 WATO SERVi.�.E� 1 r 4 )CWMS\ f J 5 1J DURHAM / f l FACILITY AS - >,� WET WEATHER / I P _ 77 - ._______ � 18-T TY � 1 � o u r�ALL _7 7 Ill . . . . . . . . 1 . 0 PORTLAND at WESTERN RR/ ODOT RAIL DIVISION- I.- IfifilAir I-_ �� - -- —r---r uJ N _ z SOH} IN RARY Protect �Aonoger E(01 I E DAVISON Designed/ l PERMANENT _ 2 _ G VEL _�` `-_ _ _ E. OAVSON OUTFALL NO. 1 / C11CEMENT ASPHALT L� _ 0 p0 _ '`�_ Drawn C 6S"-PIJ '� / ►. 4» COTTON o J. CARTWRIGK DIFFUSER Checked '• �'r "� 3 A. LMIORUM DIFFUSER SECTION R» " .44 Project Number - I 6 M&PLE _ 9 � c E: 7820497 71 A 00039-M174-102 4" 3G SS 1. `; Date n SEPTEMBER 20'J1 PCL _ R 4 84' PLEF 10• COTTON WOOD 1io" COTTON --moo N: 637586,20 _WD00 TAlfsIfiTIN E 7820534.47 1 y - r --'2+0�- da X VERTICAL FEND TABLE // 10 VB 1 ve R ""— PIPEusTAT)roRO I ACCESS R1 . V8 84" PLL bB 1 0+73.00 � 4» AWPL.E 4 SEE SHEET 6 ��. 1 � OKOM ` VB 04' PLEF VB 2 11+01.00 717 z r DAVE I - - - - - - sausp u/�i/ei TEMPORARY � - CONSTRUCTION EASEMENT CONTROL POINT OESC EASEMEHr 8' FIR R• FlR a FLR 71 703 N: 837587.47 ;HIS LINE S ONE INCH WHEN E 7820477.53 �.�''�''' _�� DRAWING IS FULL SIZE. IF NOT 704 N: 837388.18 E 7820547.51 ,� c .r ONE INCH, SCALE ACCORDINGLY. 717 N: 637611.17 E 7620548.01 ., - _.,. 716 N: 637761.141-- 7620551.02 720 �`"``- 710 N: 637760.74 J E 7620571.02 e $ $ B 720 N: 637610.76 E 7620568.01 FANNfl CREEK FROM DAVID E1/A64S do ASSOCIATESI _,�,-"_. ._""......-...�.. .�...,._.. .., ....._,_.._._., .._,�..., __._ •� HARK NOTES FOR 'Ieforen �/ BMpCDSEE SHEETETAILS OF P200 ANDIPELINE C�ONSTRUCiION AT RIVER AND THROUGH c e o"I I o O IN THE SAME LOCATION AS THE NEW OUTFALL ACCESS V#C'S O O AN EXISTING 6' ASPHALT TRAIL WITH A 2' GRAVEL SHOULDER. NRt part of thispermit � _ � RERIOVE EXISTING ASPHALT AND GRAVEL DISPOSE OFF`OF SITE. o v W tat O EXISTING 68' PLEF IS LOCATED 2-4 FT BELOW RFACE \` r CONTRACTOR SHALL NOT ORNE OR PLACE HEA EOUIPMENT, _ MATERIALS OR VEHICLES ABOVE PIPE CENTERJ1 E VERTICAL SL.3PE RESTRANT. s'r , z I OUTFALL A01 I PLAN STATION 00+00 TO 03+50 F~� PLAN 85th Ave. 16580 g all BUP2002-00098 Sheet Number P;8 1» 20' 11 of 61 400 NOTICE: IF THE PRINT OR TYPE ON ANY fjIlr 1111111 1111111 I � I , I � I � I � IIi � � I � III � I r � ��.i.ia. �1.i_L��.rr� i �._�_( i �� iii � j � ia � iii � i� � � r .rf � ! � � � � � i � ► � � � r�� � �t � �r1� 1 � � � Ill 1117TT T11 ITT!-Rr ,..r1_-IJrJiIll ISI i ( i I tr IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 ,c,,, � 4 -- --1- - -__I �__ 8 9 - 10 IT IS DUE TO THE QUALITY OF THE �� 11 12 ORIGINAL DOCUMENTTIJ11 �11 9z �. I 54E ill ILII Lill LI_� 1ll�il!iI 111 (1� LL�IIIIIL�l11! I11►. ILII ILII Illi_ (III 1111 Lill ILII ILII Ilii ILII ILII Illi 1111 I(II ���! li i ilii i�iii►.t .��� ui� i�� flll��ll� ��� �� u e s I 5 I ..e ! 3 ! 2 ! � I w w o a s r • v • i i • r • I D I « • • i « • • A M e a • i • • a s a • • e ... HDR Engineering, Inc. * i • ♦ E • e I • • b 0 : 4 e i • • A I CLW WATER sQwj= i i • • • • a s S ri • i O b e i • � _.._ 1 e RE r11 -Y-yY-"-y w--w ,-r�r•�-�ter- --v--„--Y- DURHAM ' WET _'""""^.-�115-------._ ---------- I�� W Gl1TH C R cL ax a t �vMES OUTFALL 1 z0- -POR'TLJWC k1NE51Etr H RR Oi?OT RAIL OMS#ON - +44 125 —, -—r—r- ---r PERMANENT -- Project Monte ' E(OH) EASEMENT ,,,. E. DAVISON I- DAVISON -1+00 _ - - - - - - - .. - - - - - - - - - - - - -- Drown 3+00 - -- - - - J. KM I — . - - -- - -- - - - 5+<;ty- - � _ _ - - - HT .SGC _ Chocked 6 A. LANDRUM `I w Project Number 00038-474-102 Date - C COLLARS " Sm 406 STA: 4+83.1 S SEPI E4-'ER 2001 $AN 4+00 `�'" s+DO g.t� ��� r` 84' PLEF w 7+00 0 73 39 34 w t9 w .`��. {� C� SM+ip S — EASEMENT- .� --_.. 5 N d r F CON,,"I1MlCT10N ° � NOT��� � 1 CITYFARK THtS UNE L5 ONE INCH WHEN 1< f (PROTECT ,ALL ``�, , _ NG DRAWING IS ,FULL SIZE- LF M THIS AREA) FENCI v ..,,,- EXfSTINO PAVED TML ONE INCH, SC: LE ACCORDINGLY. 8 •- o � f A �, � Ile te-^- /� � „� / Sq4 Fr4M KINMG kn SUSDtYi" �. NME5: 0 �i W ® FOi. RECONSTRUCTION REQUIREMENTS OF 8' SAN /� IN THE SAME LOCATION AS THE NEW OUTFALL ACCESS TRAIL IS AN SEE SHEET 203 FOR DETAILS. V p� g' ASPHALT TRAA. WfTH A 2' GRAVEL SFiOULDL:R. c a REMOVE IXIST,NG ASPHALT AND GRAVEL DISPOSE OFF OF SrM RLa►IOV►: AND RESET 12' OF RCP 18" C)U1. © EXISTING 88' PLFF Is LOCATED 2-4 FT BELOW SURFACE. t a o CONTRACTOR %W-L NOT DRIVE OR PLAN HEAVY EQUIPMENT. Referewpled-Ace �� � St I � 4CDF SEEPAGE CUTOCF COLLAR .:FF SHEET 214 ��� OR VEHICLES ABOVE: PIPE CENTERLINE. 1 0 �FOR DE!•AILS. � N 1 _ (n ® REQUIREMENTS: GROUND COvE7t r'tE5TORATION Not part of this permit Ln A STRIP PLANTS AND TOP SOIL FROM SWALE AND STOCK PILE. B. AFTER INsTAILATION OF 84' rLEF SPREAD A SLOOPPEE OFFSSWAALLIL O/ER E. BOTTOM AND SIDE < m C. PLANT SWALE WfTH THE FOLIAWING: 1. OOLUMBIA OR DEWErs SEDGE 12" OC ( 50 PLANTS)) 2. SLENDER OR SPREADING RASH 12" OC 150 PL.WM) OUTFALL PLAN S1A(iU ry 3+50 TO 8+50 PLAN 85th Ave. 16580 iw 20' 8UP2002-00098 sheet Number P"ML. — 12 of 61 NOTICE: IF THE PRINTOR TYPE ON ANY ��� i � � I � ItI < < � ► I � I � ( I ( rlr fll ! I ( il , iilT Ali .rlilrl.� _�—f,<< Ili ilT .1 ► i illr � la alir � li r� r. .rli jl ! _�_� � r. r , li � i � � r � � � , 1� , , ' r -T � _i �. ..� . _ � t- l � � i r � � ► � i � i � � i 1I I I I I I f 1 Jill1 1 --�A�IAGE S NOT AS CLEAR AS THIS NOTICE 1 + I ( - ( 6)0-5 IT IS DUE TO THE QUALITY OF THE --- - ---- R_ __.�_ __ _ - _ _ _-��`�-__ �_ 121 , J ORIGINAL D©CUMENT �� � 6 Ei i 81 � L T 9 I ` 5 'i � T �: I Z T j T 30 .°�.. . � - - ! _ 6 8 L 9 [rill If!l�III! IIIf11il! IIII�III! i!!I Ill II I I ( � � ,,,f,. • I II!� �� 111 �IJ111111 11l l�U .!III. IIIA Illi IIIA Ilii IIIA IIIA 111, IIIA ILII Iill IIIA ail? illi II?III?I illi II?I IIIIII?li .(III lill�l Lll(1 (l � - ! 4 .: Sv - Hrr Engineering. Inc. n10300crvi(.,es SW Greenburg Road Suite 500 3 Cl P,)rtiand, OR 97223 Our commitment is c1car . VicinitMapy ? \POR LAND 25 " INT`L JAiA �r BEAVERTON • s F� 17 PORTLAND PROJECT SITE !` �. `" 5Cfi01..LS FERRY RW `G 7 kONTRACTDOCUMENTSFOR "*�R + "# Ti i -��` KING CITY OAR•D J I in,lifih-m 1tv1 Apprr vod.... .�..�., .. x.« x.. S YM 854lt AVENiJE—� m 1�yr ROAD y� y .. kw Q �•/' CJUki-iA�A Yrlt CONSTRUCTION 7 fqo� 9 . . See Letter to: EoIfow........... ..........«.......-. ...... .fob dire :;� c «a '4- ,; �, s TUALATIN M I. pjl Dum HAM FAC' l I Ty ,.. � sH>=RwOoo W A HE OU FA I "P� OJ CT Location CW00" PROJECT � -�•ORI�t CLEA14 WATER SERVICES 26? 00 DURFLANI FACILITY C , L 4 VOLUME � 3 , �^ oPT�,r,D THEihALLES GRMIDE IN SALEM ru y UK(" J ALBAW a.LER� I' rORVAUJS EUGENE oBEND a 'AFM i x HEG x �um�rCOOS BURNS ' E Ll aar T FtOSEBURG 0 R E G 0 N .—% 85th Ave. 16580 NOVEMBER, x +,' BROWING —� BUP2002-00098 h u ' 1 0f 61 .l .... ... ..- . .. :., r.l .. ,..1 ✓r ..nly?�v... J,{ �v.� s. '4 I, li..l ":., " ..., •b.. .4,:,,. r.«:NarAM• .- � .. ,, .. nl:. ,..f r.l,;�.aa.KMM.l'.'....,�. f�..:..,.a,..a�..l!11Y.. +f I '' �., _ .�.., � «!V". � �7�ry(/��.1'.,'If',hll�I� /m%fihl ! � �,. ]� i�'• +r'.'., .,f v 114n•+ 11 �. 7 !.. !, F..a� � i �d n,I �a I,I. 11.JI !I,_An. �I,d! . . A�1 .�1,. I�i✓>i';,�I q�h'„ i i .c T2': "�',r. NOTICE: IF THE PRINT OR TYPE ON ANY TI. I-11I � IIiIIII ISI III III IIi III III iII ' III III III III fII III III 1111111 III I ( I III III I � I i � I III I � I III III III ! II IIf ! Il III I T- No. II r_ -IMAGE IS NOT AS CLEAR AS THIS NOTI cE, 3 4 5 6 7 _ _ 9 10 11 12 �� t �IT IS DUE TO THE Q�)ALITY OF THE � 3s III! IIIfill IIII fill 11i111111IL IlZ IIIII IIII Iilii�II8II IIIII IILII TIIII II9II iIIII II5II IIIII II�II TIIII ET ZT iT I 6 � I I � IORIGINAL DOCUMENT E6Z Z 9Z � Z Z I IIEIZii 1111 11 ZII IIOII II6 II IIZ IIII IIII IIIIIIiiIIIII IIIII .��ll �ll� lLllllll. Ll1� ul1 11 1111. III111�1iI I 6 ( 5 I 4 I 3 1 I SHEET LIST • ' , aw, � � kA » � GENERAL DURHAM CITY PARK RESTORATION DETAILS � COVER SHEET, ACINTTY, MND LOCATION MAP — - 1 SHEET LIST 400 TUALATIN RIVER OVERLOOK TRAIL AND IANUSCAPING 401 TUALATIN RIVER IRRIGATION SYSTEM AND LANDSCAPING PLOW '" "' " • • ° • » w r r D � ��� ABBRtInAnoNs a q • • • 402 IRRIGATION SYSTEM DETAILS • » » » " g a 3 PIPING AbbeAN '1 AlIONS D SPENERAL LEVEND AND SYMBOLS HDR Engineering, Inc." • • r s • 403 RESTORATION OF ATHLETIC FIELD AND LANDSCAPING • • i + • • a s • 4 ELECTRICAL AEIEx''EVIAiIONS " " r • r ` x 5 ELECTRICAL SYMEKk3 404 FANNO CREEK OVERLOOK AND RETURN TRAIL IMPROVEMENTS � � ,�,o ; 6 INSTRUMENTATION SY'.ABOLS AND ABBREVIATIONS 405 REMOVAL OF NON-NATIVE PLANT SPECIES 7 SITE PLAN (CONTRACTORS MAUL ROUTE) REMOVAL OF NON-NATIVE PLANT SPECIES CLEAN WATER SERVICES r� » » r r ," • • • » • • • 8 HYDRAULIC PROFILE � • " � • • ., • » • • • • ! • • • • • 9 DESIGn ..•n:.�..rtY1 AND FUNCT10f•IAL DESCRIPTION a •, • « ♦ • • • • • • , • . • • • • � • DURHAM FACILITY PIPELINE PLAN WET WEATHER #- ER 100 OUTFALL PLAN STATION 00+00 TO 03+50 OUTFALL 101 OUTFALL PLAN STATION 03+50 TO 08+50 102 OUTFALL PLAN STATION 08+50 TO 13+50 103 OUTFALL PLAN STATION 13+50 TO 17+50 104 OUTFALL PLAN STATION 17+50 TO 22+50 105 OUTFALL PLAN STATION 22+50 TO 27+50 PlaJac( Manager 06 OUTFALL PLAN STATION 27+50 TO 32+55.21 E, DAVISON 107 NOT USED Designed C A. RASMUSSEN Drown PIPELINE PROFILE J. CARTWRIGHI Checked y 108 OUTFALL PROFILE STATION 00+00 TO 10+00 A. LANDRUM '` ° 109 OUTFALL PROFILE STATION 10+00 TO 20+00 Project Number j 110 OUTFALL PROFILE STATION 20+00 TO 30+00 00039-474-102 • 111 OUTFALL PROFILE STATION 30+00 70 32+55.21 Date 112 GENERAL EROSION CONTROL PLAN SEPTEMBER 2001 113 GENERAL EROSION CONTROL PLAN 114 GENERAL. EROSION CONTROL PLAN 115 GENERAL SITE INFORMATION PHOTOS SHLET 1 OF 2 116 GENERAL SITE INFORMATION PHOTOS SHIN 2 OF 2 i 4, PIPELINE DETAILS 200 OUTFALL PLAN AT RIVER x 201 RIVERBED/BANK RESTORATION SECTION —i 202 DEWATERING TREATMENT REQUIREMENTS THIS UNE IS ONE INCH WHENDRAWING IS FULL SIZE. IF NOT _ x 203 PROFILES OF SANITARY SEINER AND STORM DRAINAGE REGIMSTRUCTION ONE INCH. SCAI.E ACCORDINGLY. 204 48' STUB-OUT RAILROAD CROSSING PROFILE B 205 LOWER TUALATIN INTERCEPTOR DIVERSION STRUCTURE g g ."+ N \ 206 GROUND RESTORATION i)ETAILS $ \ 207 OUTFALL RAILROAD CROSSING PROFILE Go 208 GROUND MONITORING AT RR CROSSINGS 209 SURGE EIWN NO. 1 OUTLET STRUCTURE 12 PLAN 210 SURGE BASIN NO. 1 OUTLET STRUCTURE #2 SECTION 211 SURGE BASIN N0. 1 OU11s.T STRUCTURE #2 SECTION 212 SURGE BASIN EXISTING OUTLET STRUCTURE MODIFICATION 213 EROSION CONTROL DETAILS o 214 GENERAL DETAILS i _ 215 GENERAL DETAILS - _ 216 GENERAL nETAILS p1 ao i 217 GENERAL DETAILS O � 218 STRUCTURAL DETAILS MSD NOTES J d 219 STRUC'iUPAL,/CML DETAILS 220 CONNECTION STRUCTURE STA 30+80.05 Ln ELECTRICAL � AND INSTRUMENTATION DETAILS Z A, 300 NOT USED TH 3011 SURGE BASIN 40. 1 OUTLET STRUCTURE ELECTRICAL SITE PLAN SHEET LIST 302 SURGE BASIN NO. 1 OUTLET STRUCTURE NO. 2 ELECTRICAL PLAN AND SAMPLING ENCLOSURE PLAN 303 OUTFALL STRUCTURE NO. 2 PANEL SCHEDULE AND LIGHTING SCHEDULE 304 ELECTRICAL DETAILS a 305 SODIUM HYPOCHLORITE P do ID qP 306 SODIUM BI.'SULFTTT P do ID 85th Ave. 16580 BUP2002-00098 Sheet Number 2 of 61 :amu NOTICE: IF THE PRINT OR TYPE ON ANY -��� 1 � I � � � Is � I � � I � � I � � I � � I � � I � � II Il-r_ .�ITIJJT < <. .� _� i r i 1 r � i i � f IT] ( I I I I > I 1 1 1 1 1 1 1 I III 11 � I � � 1 � . IMAGE IS NOT AS CLEAR AS THIS NOTICE Y _ I 2 3 5 1� 11 12, IT IS DUE TO THE QUALITY OF THE _ _ - — — -�^ -- No.36 ORIGINAL DOCUMFNT �• E 6Z SZ LZ 8Z SZ fi' Z EZ Z i TZ OZ 6t 8I GT 9� SI fi � EI ZT TT T I 6 TH Lill'ILL116 r+��w1 11III1111111ILII1111ILII ILII1111 «11 l L 111 ,I lulllll 1111111! llll illi IIA IIIIIlII ILII ILII III! II!IIIII II!! Illi !!!! IIIIIIII IIIIIIiIIIlilllll � III111. i 1.1I(III1�11 L. 6 I 5 I 4 ( 3 R GENERAL ABBREVIATIONS GENERAL ABBREVIATIONS CONT. 'GENERAL ABBREVIATIONS CONT. GENERAL ABBREVIATIONS C0!41 . GENFRAL i&BBRE!!ATIONS CONT. 120V 120 VOLT AC ELECTRICAL OUTLET DESC DESCRIPTION G GRILLE ME77 MEZZANINE —` RP REVRAIOLUTIONS PER MINUTE --_ 240V 240 VOLT AC ELECTRICAL OUTLET DIF DIFFUSER GA METAL THICKNESS MFR MANUFACTURER AS ANCHOR BOLT DBL DOUBLE K GGAI_V GAIN AN ZED MG MILLl1"RAMS PER LITER a # MGDDL MILLION GALLONS FFR DAY RT RIGH* � ASND ABANDONED DEA DAVID EVA'S do AASSOCIATES G8 GRADE EIREAK, GRAB W.. MF4 MANHOLE r a p ACC ASPHALTIC CEMENT CONCRETE DEC DEGREE GU GUARD MIN MINIMUM RTN W�Tt1 N s HDR Engineering, Inc. RVT F�SII F`IT VM"fL 'TLE AC NR CONDITIONING DFP DEPRESSED ON GENERAL. MISC MISCELLANEOUS r, • a ACP ACOUSTIC CEILING PANELS DF DOUGLAS FIR CL GLASS Mi MECHMIC4L JOINT S SnUTH . m +• ACT AC OUST1C CEILING TILE DFT DIGESTER FEED TANK IAB GLASS BLOCK MLDG MOUSING S & P SHELF AND POLE ACST ACOUSTIC DUNG DIAGON& GND GROUND MMB MEMBRANE SAN SANITARY ADDN ADDITION, ADDITIONAL DTL DETAIL CO GRATING OPENING MO MASONRY OPENING SB SPLASH BLOCK AW ADJUST. ADJUSTABLE DEMO DEMOUTiON GPD GALLON; PER DAY MOD MODIFIED, MODIFICATION. MOTOR OPENED DAMPER SC SOUL) CORE. SERVICE CHASE CLEAN LKAl13K SERVICES ADMIN ADMINISTRATION DI DROP INLET GPM GALLONS PER HOUR MITT MALE PIPE THREAD 5CHED SCHI]�ULF ADW AVERAGE DRY WEATHER F�_OW DIA DIAMETER GPM GALLONS PER MINUTE MS MECHANICAL SEAL SCHEM 'SO4C RTIC ,� • • AFF ABOVE FINISH FLOOR DIAPH DIAPHRAGM GP GUY POLE MTD MOUNTED SCN SGRqN • rp AFG ABOVE FINISH GRADE DIFF DIFFERENTIAL OR (.PARE MTG MOUNTINGrr AGGR AGGREGATE DIM DIMENSIONSD Al AREA INLET DIST DISTANCE. DISTRIBUTION CRRT GRATING NSECT tiECrIONG MU MASONRY UNIT �O M � �I a • 1►(W MONITORING WEZL SG SHE►T VII AS". CcX�•%T CROM DURHAM AL AW6rtNUM DN DMSIC�; G58 GYPSUM SHEATHING BOARD 5►�T SHEET ALT ALTERNATE DL DEAD LLAL GSKT GASKET SHTG SHEATHING ANC ANCHOR DW DOUBLE MECHhNICAI JOINT GWB GYPSUM WALL BOARD N NORTH SIM SIMUAR FACILITYAR AIR RELEA-SE DN DOWN NAT NATURAL SL SLOPE p ASS AAIR RaEASE ACTIVATED SLUDGE DO D�VET? OXYGEN HBD HARDBOIWO NNOT KNOWN FG NEA�R�FACE SLS SP SEAMLESS WET WEATHER ASC ACOUS71CAL SUSPENDED CEILING DP DEPTH HC HANDICAPPED NOC NOT IN CONTRACT SPEC SPECIFICATION OUTFALL ASSY ASSEMBLY DR DII ROCK "DR HEADER NO NUMBER SQ SQUARE ATM ATMOSPHERE DT :DOUBLE TEE HDW HARDWARE NETT NATIONAL PIPE THREADS SR SHORT RADIUS AVG AVERAGE DWG DRAWING HGR HANGER NRC NOISE REDUCTION COEFFICIENT SS SANITARY SEWER AWG AMERICAN WIRE GAGE DWLS DOWELS HM IIOLL.OW METAL _ N3 NEAR SIDE SST STAINLESS STEEL DWR DRAWER HORIZ HORIZONTAL NTS NOT TO SCAM' STA STATION B—B BACK 70 BACK HP HIGH POINT, HORSEPOWER, HIGH I`iwL NORMAL WATER LEVEL STD STANDARDPRESSURE STIF STIFFENER BC BOLT CENTER EA FIRST EACH, EXHAUST AIF! HR HANE". I. HOUR, HOSE RACK C,, OUTSIDE AIR STIR STIRRUP Project Manager BD BOARD ECC ECCE<HTRIC HS HEADFAI STUD CAI OUTFALL ACCESS TRAIL STL STEEL BE BELL END EDB ELECTRICAL DUCT BMK HT HEIGHT OC ON CENTER(S) STRUCT STRUCTURE E DAVISON BF BUND FLANGE EE EACH END HVAC HEATINC;, VENTILATION & AIR OD OUTSIDE DIAMETER SUB SUBSTITUTE It BASELINE EF EACH FACE CONDTrA)NING ODOT OREGON) DEPARTMENT OF TRANSPORTATION SYid SIDEWALK Designed CFF EFFLUENT, EFFICIENCY "W HARDWARE, HOT WATER OED OPEN END DUCT SYM SYMBOL BLDG BUILDING E.HH ELECTRICAL HANDF 1fAD EDA°itSON HWD HARDWOOD OF OUTSIDE FACE SYMM SYMMETRICAL BLKG BLOCKING F,IFS EXTERIOR INSULA''Nl & FlF ISH SYSTEMHWL HIGH WATER LEVEL OH CA.'FRHEAD SYN SYNTHETIC Din BM BENCHMARK, BEAM ELI EXPANSION JOINT HYD HYDRAUUC Or': OPEN449 C BOC BACK OF CURB EL ELBOW OPP OPPOSITE J. CARTWRIGHT BOD BOTTOM OF DUCT, BIOCHEMICAL ELEC ELECTRICAL ORD OVERFLOW ROOF DRAINS T THREADS, TRIM OXYGEN DEMAND ELEV ELEVATION IC INSTRUMENT CIRCUIT ORIG ORIGINAL_ T B TOP OF BANK Checked BOG BOTTOM OF GRILL EEMBD EMBEDDED ID INSIDE DIAMETER OX OXIDATION B TOP AND BOTTOM A UNLIRUM BOP BOTTOM OF PIPE EMH ELECTRICAL MANHOLE IE INVERT ELEVATION T & G TONGUE AND GROG I BOR BOTTOM OF REGISTER ENOL ENCLOSURE IF INSIDE FACE PAR PARALLEL TBA TO BE ABANDONED Project Number BP BASE PLATE EMGR ENGINEER IN INCH, INCHES PB PULL DOX. PANIC BAR TBA TEMPORARY 804CHMARK BRG BEARING ENTR ENTRANCE INF INFLUENT PBD PARTICLE 60ARD TO TGF' OF CONCRETE 00139-474-102 BRKT BRACKET E8XI) EXISTING (OVER HEAD) POWER UNE INSTR INSTRUMENT, INSTRUMENTATION PC POINT OF CURVE TEL TELEPHONE Date BS BOTH SIDES E EQUAL INSUL INSULATION PCC PORTLAND CEMENT CONCRETE TEMP TEMPORARY, TEMPERATURE BTU BRITISH THERMAL UNIT EQUIP EQUIPMENT INT INTERIOR PCF POUNDS PER CUBIC FOOT THD THREADED SEPTEMBER 2001 BTW BETWEEN ELM EACH WAY INTR INTERMEDIATE PE PLAIN END THK THICK BU BELL UP EWEF EACH WAY, EACH FACE PEO PEDESTALTOO TOP OF CURB, TOP OF CONCRETE BUR BOTH WAYS ROOF IXro DIX WAY , TOP AND BOTTOM Pr-N PENETRATION TOG TAP OF GRATING JB JUNCTION BOX PERF PERFORATED TOL TOLERANCE. TOP OF LEDGER E�XvE; EXCAVATION JC JANITOR'S GL0$ET PERM PERMANENT TOM TOP OF MASONRY EXIST EXISTING JST JOIST PERP PERPENDICULAR TOP TOP OF PLATE C STEEL CHANNEL. SHAPE, CENTIGRADE EXP EXPANSION JT JO{NT PGE PORTLAND GENERAL ELECTRIC TOPO TOPOGRAPHY CAB CURB T GUTTER [ACT EXTERIOR, EXTERNAL PI POINT OF INTERSECTION TOS TOP OF SLAB, TOP OF STEEL CAGB CABINET PIV PINCH VALVE TOW TOP OF MALL Ahq 4P CAP CAPACITY KB KNEE BR4CE PL PLATE TOG TOPPING CAV CAVITY F FAHRENHEIT FACE KD KNOCK DOWN PLEF PLANT EFFLUENT STAIR ��D CB CATCH BASIN FT/FT FOOT PER FOOT KO KNOCK OUT PROPERTY UNE � L S� CCW COUNTER CLOCKWISE FAB FABRICATE (D). (ION) KS KNEE SPACE Q TROT TUALATS � RIVER OVERLOOK TRAIL C—C COATER TO CENTER FB FLOOR BE;4M P PROTECT TOW TOP OF WALL CCF CONCRETE FLOOR FBG FIBERGLAS POC POINT OF CURVE TYP TYPICAL CO CONDENSATE DRAIN. CEILING DIFFUSER FBG FIBERGLASS L LEFT, LENGTH, LOUVER PP POWER POLE > CDF CONTROL DENSITY FILL FC FLUSHING CONNECTION LAB LABORATORY PREF PREFINISHED CER CERAMIC FCA FLANGED COUPLING ADAPTER LAM LAMINATED PREFAB PREFABRICATED UG UNDEREGROUND CF CUBIC FEET FCO FANNO CREEK OVERLOOK TRAIL LAT LATERAL. LAMINATE PRIES PRESSURE UNO UNLESS NOTED OTHERWISE THIS UNE IS ONE INCH WHEN x CFH CUBIC FEET PER HOUR ECRL FANNO CREEK RETURN LOOP TRAIL LAU LAUNDRY PRI PRIMARY UTIL UTILITY DRAWING r5 FULL SIZE. IF NOT CFM CUBIC FEET PER MINUTE FDC FLEXIBLE DUCT CONNECTION l•,V LAVATORY PRL PARALLEL CNE MCH, SCALE ACCORDINGLY. F CFS CUBIC FEET PER SECOND FDN FOUNDATION i B POUND PRV PRESSURE REVEF VALVE x CI CURB INLET, CAST IRON FE FLANGED END, FLOW ELEMENT LBI POUNDS PER FOOT PS PIPE SUPPORT VENT, VELOCITY CIMJ CAST IRON MECHANICAL JOINT FF FAR FACE L3/IN POUND S3 PE3R INCH PSF POUNDS PER SQUARE FOOT YAC VACUUM CH CANOPY HOOD F—F FACE TO FACE LAG LANDIN PSI POUNDS PER SQUARE INCH VAR VARIABLE, VARNISH Ci CONSTRUCTION JOINT FFE FINISHED FLOOR ELEVATION LF LINEAR FOOT (FEET) PSIA POUNDS PER SQUARE INCH ABSOLUTE VB VAPOR BARRIER, VINYL BASEN 9 rp CHECKER PLATE FIG FIGURE LG LONG PSIG POUNDS PER SQUARE INCH GAGE VC VERTICAL. CURVE � .- FIN FINISHED ao LL LIVE: LOAD PRESTRESSED VC CENTERLINE FJT RUSH JOINT LLH LONG LEG HORIZONTAL PT (PT) POINT OF TANGENCY VERT VVER�TICAL COMPOSITION TILE CW CONTROL JOINT FLEX FLOW. ROW UNE LLV LONG LEG VERTICAL PV PARTITION VEST VESTIBULE FLEX FLEXIBLELOG LOCATION PVMT PAVI]Mi?NT YG VERTICAL GRAIN CLJKG CAULKING FLG FLANGE LP LOW PRESSURE PWJ PLYWOOD WEE? JOIST VIF VERIFY IN VTR VENT THRUFIEL F CLU CLOSET FUR FLOOR LR CUR CLEAR FLS FLASHING or FLUSH LTL LONGILRADLUS i CMH COMMUNICATION MANHOLE FO FIBER OPTIC CABLE LW LIGHTWEIGHT VWC VINYL WALL COVERING Q RATE OF FLOW I+ CMU CONCRETE MASONRY UNIT FOB FLAT ON 80710M UNC LIGHTWEIGHT CONCRETE QT QUARRY TILE i CO CLEAN OUT FOC FACE OF CONCRETE LWL LOW WATER LEVEL COL COLUMN FOM FACE OF MASONRY QTR QUARTER COMM COMMUNICATION FOS FACE OF STUDS QTY QUANTITY WB WOOD BASE I COMP COMPRESSIBLE FOT FLAT ON TOP MMAINTENANCE WWD F WIDED' WiDTH ANI'T 'ANGE, WATER FOUNTAIN CON CONCENTRIC FPM FFET PER MINUTE MAN MANUALLY) R&R REMOVE & REPLACE PER EXISTING WG WIRE GLASS CL ' CONC CONCRETE FPS FEET PER SECOND MATL MATER R RIGHT, RADIUS, RISERS, REMOVE WI WROUGHT IRON < COND CONDUIT FPT FEMALE PIPE THREAD MAX MAXIMUM R/W, RWRIGHT OF WAY WL WATER WIND LOAD a CONN CONNECTION FR FRAME MB MACHINE BOLT RB RESILIENT BASE WP WATERPROOF E.D) (TNG). WORKING i CONST GONSTRUCf1AN FRP 'IBERGLASS REINFORCED PLASTIC MBH THOUSA14D BTUs PER HOUR RECD RECEIVED a. m CONT CONTINUOUS FT FEET, FOOT MBR MEMBER RECIRC RECIRCULATION WS WATER STOP WATER SURFACE CORP CORRIDOR FTG FOCTTNG MC MECHANICAL COUPLING RECT RECTANGULAR WSCT WAINSCOT � � -- CP CONTROL POINT, CONTROL PANEL FIGS FITTINGS MOB METAL CORNER BEAD R!'D CER WT WEIGHT, WATER TIGHT o 0 CF! COUPLING FURN FURREORP FURRING MCJ MASONRY CONTROL JOINT RREF�ER WWF WELDED WIRE FABRIC $i GSC COMPRESSION SLEEVE COUPLING FUT FUTURE MDMJ MODIFIED DOUBLE MECHANICAL JOINT R©IF REINFORCE REINFORCING W WITH r9. Y� CSD CEILING SUPPLY DIFFUSER FWD FORWARD MLt:N MECHANICALRETIA REMpyF, REMOVABLE W%0 WITHOUT -' CSK COUNTERSINK FXC FLEXIBLE MED MEDIUM REOD REQUIRED CT CERAMIC TILE MEE MISCELLANEOUS ELECTRICAL RFG ROOFING ' GTR CENTER, CONTRACTOR EQUIPMENT RR REFLECTED or REFLECTIVE or CF CUBIC FOXSECT CROSS SECTION FOOT (FEET) CVT CULVERT REFLECTOR XFMR TRANSFORMER RH RIGHT WIND CU COPPER, CUBIC RL REQUIRED LAP CW CLOCKWISE CWS CLEAN WATER SERVICES RM ROOM(S) z° < m GENERAL NOTES GENERAL A` ABBREVWTIDNS 1. THIS EET OF DRAWING,S�LISTING APPLIES S El OF ABBREVIATIONS NOT IMPLY ALL A38REVIATIONS HAVE BEEN USED ON THIS PROJECT. k g 85th Ave. 16580 8 BUP2002-00098 Sheet Number 0 3 of 61 2 t �91TT' 7T"l- NOTICE: IF THE PRINT OR TYPE ON ANY IIIiI t IfI.IMAGE IS NOT AS CLEAR AS THIS NOTICE, 43 �. .. '� 8 10 11 1 Z -.�. C.�✓� .�" X0.5 IT IS DUE TO i HE QUALITY OF THE — --- No,36 �C—� . , ORIGINAL DOCUMENT E 69 OZ6T ET ZT TT �t 6 ET ? L 8 4 fi I Illl Illl�llfl ���� LIII ilii 1111 1111 IIllrlUl ILLI �►_ I ll llll 111! ILII 11.11 ILII ILII ILII E I �Iari3w INTI ILII III Illi 111 illl :III! ILII Illl�i111 ILII III1 III! Ilii �I�l llll ll1�11ll .11l � 1 (_li I i t l ll l ll.11 ll 11111�k1 I , i rwllh� Mai 6 5 I 4 3 I 2 ( ' PIPING IDENTIFICATION EQUIPMENT ABBREVIATIONS EQUIPMENT .ABBREVIATIONS MATERIALS ;N PLAN/SECTION ABI AERATION BASIN INFLUENT SV SLUD:E VALVE GENERAL 3lMBOLS - ABE AERATION BASIN EFFLUENT ABM AERATION BASIN MIXER SWGR ELECT .ICAL. SWITCH GEAR «!L_L_J DEMOUTION � WOOD ALUM ALUM AC AIR COMPRESSOR SWP SURFACZ WASH PUMP 0%R ANAEROBIC RECYCLE C AIR CrHDITIONER(INC) T THERMOSTAT SECTION LETTER AW ACID WASTE U AIR +,0NDITIONINO UWT TC THICKE4INC CENTRIFUGE . CONCRETE PLYWOOD FLAG INDICATES DIRECTION BCWS BACKWASH SUPPLY ACCU AIR I'DOLED CONDEICING UNIT TCFP TNICKEIANG CENTRIFUGE F® PUMP FL C ^v — AHU AIR 3ANDUNG UNIT TSP THICKENED SLUDGE PUMP (J'j� S C,#.,. AMP ALUM MLIERRING PUMP TSR1D THIO*(:ENED SLUDGE RECIRCULATION PUMP �_!__!_J MASONRY (CMU) t_ .J GYPSUM Hf?l� n ' x D BOD BASINBD JI'iA1N DISCHARGE BWR BACKWASH RETURN AR AIR RECOVER URS UPPER REAGENT SHEIF - c� ARD AIR RECOVANAEROBIC DRYER VP VACUUM RUMP BRICK SECTION �j!� METAL (,SELT10ie) —+ E'IAWNG WHERE BOOS BACKWASH SUPPLY ARP ANA�(1B� RECYCLE PUMP WASP WASTE ACTIVATED SURGE PUMP (SECTION) HDR Engineering, Inc. CCKS A CHANNEL AIR AST ALUM STORAGE TANK WGB WASTE GAS BURNER SECTiJN V1t'h ta LOCATED CHEMICAL SLUDGE ATP ALUM TRANSFER PUMP XFMR TRANSFORMER ASPHALT EMU] =A I,NG (PLAN) r(!1�rc� ,�e�A p��p C!W CHEMICAL FORCE MAIN BCP B1SULFITE CIRCULATION PUMP ["_� `--j EQUIPMENT AND VALVE OENTTFICATTON TAG ��c>,tL�f_u1j.L1 CLW COOLING LTE B V Y VALVE :.ON CONDENSATE CS CGRANULAR FILL EM CHECKERED PLATE CLJW WATER SERVICES CW rrf WIVE SOLUTION BMP BISLAFITE METERING PUMP D DFFWN BOD BOD INCUBATOR SAND DCF DEWATERING CFNfRIFUrE FEED BTB �V TABLE �-: :�:J BRICK (PINI) Y nErAll NUMBER DCEN, DEWATERING CENTRATE , By BVD BALAINCW ViBRA',tC N DAMPENER TREE LEGEND f�TF+ RIGID INSU ATIO4 DCEN2 DEWATERING CENTRATE 2 BOOP BACKWASH S►;PRY PUMP -+ ORAWING WHERE DURHAM DEW DEWATERING WASTE 3 CD CLARIFIER UTNE DETAIL IS LOCATED �/ DEW DEWATERING WASTE - �= STEEL 5R►D1MAll DETAIL MARKER FACILITY DGDF DIG F® CIESTER GAS GFF CHEMICAL CABINFADRAIN PUMP BATT INSULATKXI P PROTECT TR DiSCH DiSCHAP.CE CL CHLf'RINATC F0 R REMOVE TREE WOOD - SOLID (SECTION) WET WEATHER DSL DIGESTED SLUDGE CHEIAICAL MIXER T TRIM LOWER TREE BRANCHES AS REQUIRED OUTFALL DW DISTII:.ED WATER CSP CHEMICAL S!.JDGE PUMP E ELECTRICAL CONDUIT DDRAIN DC IEWATERING CENTRIFUGE EFF EFFLUENT ---INDICATES 1NTT3210R EF ER CESS FLOW DR DRAIN RACK DSP DIVESTED SLUDGE PUMP ELEVATION I.D. NUMBERS FAD FOUL /4R DUCT FEX "> FLOW RETURNDSP DEWATERING, PUMP FOUL DV DIVERSION VALVE FCO FOUNDATION CHANNEL ovER41aW EF EXHAUST FAN SITE SYMBOLS IN PLAN /� FDR FOUNDATION DRAIN EFRP EXCESS FLOW RETURN PUMP GENERAL NOTES C AXXX B ARROWw f�� POINTS OF Project Manager FE FLOW OUAEFTLUENT EG ENGINE GENERATOR -YY E DAVISON FEQ FLOW WQ CHLORIDE EMO ELECTRIC MOTOR OPERATED VALVE FD FERRIC DRAIN ERV ERV EXHAUST ROOF VENTILATOR • CENTER INDICATES DRAWING Dsaigned Fl FILTER INFLUENT EUH Dr IAL SHOWER EYE WASH AND ROOM WHERE ELEVATION E FG FUEL GAS EUH ELECTRICAL UNIT HEATER I. THIS IS A STANDARD GENERAL AND CML IS LOCATED FO �,;ySpN C FP,FPw FIRE P OIL ROTECTION WATER EwC ELECTRIC EV EVAPORATOR WAiE1D COOLER f 35" SYMBOLS DRAWING. NOT ALL SYMBOLS Drown CONTOUR %D ASBREVIATIONS MAY BE USED ON ELEVATION ARK R FW FLUSH WATEF: FEC FIRE EXTINGUISHER CABINET 1.!IS PROJECT. J. CART} }{T H HYPOCHLORITE (NEAT) FL FUME HOOD A Chocked HPA HIGH PRESSURE NP F LUORESCRIT LIGHT EMBANKMENT SLOPE Ar I A+NDRUM HPNPN HIGH PRESSURE NOW FLS FLUORESCENT Ut;HT SWITCH HPW HIGH PRESSURE NON-POTABLE WASH FCP FOAM CONTROL PUMP Prajeet Number HPW HIGH PRESSURE WASH ,. OO CO HS HYPOCHLORITE SOUBION �• FERMENTED THICKENER r)VERFLOW 0 • CLEAN OUT HSL HIGH STRENGTH LIQUOR P FILLER PANEL GENERAL SYMBOLS I �`--CENTERLINE FOR COLUMNS 00039-474-1D2 HOT fTOP FERRIC CHLORIDE MEP7:;NG PUMP MH MH ' HWE HEADWO KS EFFLUENT FVM FACE VELOCITY METER. 0 SANITARY SEWER MANHOLE SEPTE}'4f�I 2001 NF HWR HOT WATER RETURN GC GRIT CLASSIFIEt HWS HOT WATER SUPPLY GP L��iIT�PUMP� ®CCe CB STORM DRAIN CATCH BASIN • IF PLAN AND SECTION. OR DETAIL CALL-OUT AND NF INFLUENT AIR GTD GRAVITY THICKENER GERM:' N DETAIL ARE SHOWN ON SAME DRAWING, DRAWING JPR JACKING PIPE HEXN GUH GAS UNIT HEATER UTILITY VAULT (TEL. ELEC) PLAN NUMBER IS REPLACED BY A LINE (-). �� ♦ot HEX HEAT EXCHANGER A UMW SLURRY AIR HLP HEAT LOOP ORCULKOON PUMP LS1/4' - ,,-0' HMP HYPOCHLORITE SOLVO N PUMP -013P �P POWER POLE DETAIL NUMBER t ML LAME SLUDGE HIP HYPOCHLORITE ROL.N ION PUMP ARROW INDICATES DIRECTION NG MIXED LIQUOR RECYCLE HTP HOT WATORITE LER,iSFER PUMP PHOTO NG NATURAL GAS HWB HOT WATER F1011.ER "fl"•T•P "}TP TELEPHONE POLE OF PIAN NORTH NPW NON POTABLE WATER HWBP HOT WATER BOILER PUMP �!- T 0', OVF OVERFLOW JWP ENGINE GENERATOR' JACKET WATER PUMP �Fyj �F}I FIRE HYDRANT L ORD O'VEPFLOW ROOF DRA:N KGV VNIFE GATE VALYE �--- PA PRO CESS AIRDR LBF LIW BIN FILTER • PD PROCESS DRNN LBU lJ1R BIN UN [? LO'� f1t A A HORIZONTAL CP-X. CONTROL POINT SECTION LETTER DRAWING WHERE PCL POLYMER LE-1 LAB ELECTRIC MULTI OUTLET ASSEMFILY PHOTO IAKEN PE PRIMARY EFFLUENT LE-2 WORK AREA EECTRIC MUI_11 .11LFT ASSEMBLY SECTION �-- —; PI PRIMARY INFLUENT LP-'1 WATER FAUC'c?, PANEL 68 a �,',j�y SPOT ELEVATION x THIS UNE IS ONE INCH WHEN PLS PLANT EFFLUENT LP-2 Bloc- OID 'HATER WXING FAUCET, DECK PSC PRIkk Y SCUM LP-3 !D WATER MIXING FAUCET, DECK 3/8' - 1'-0' - MARK DRAWING IS FULL SIZE IF NOT x PSL PRIMARY SLUDGE LP-4 ri COCK. SINGLE "-T-' -T-- TELEPHONE INE ONE INCH, SCALE ACCORDINGLY. PUD PERFORATED UNDER DRAIN LOP LUBE OIL PUMP • DRAWING WHERE SECTION D - DOOR PW POTABLE WATER LRS LOWER F'EAGENT SHED --E-- -E" ELECTRIC UNC VIEW IS FIRST CUT D W - WINDOW RAS RETURN XIWATED SLUDGE LS LAZY SUSAN X L - LOUVER � I3 RDL ROOF DRldN LEADER MRP MLSS RECYCLE PUMP o I� I MUU MAKE UP AIR UNrr ~-�- NUML3f?t RE REUSE EFFLUENT , --o--.°� iiAtiDIZ11L RFG REFRIGERANT MCC MOTOR CUNTROL CENTER NPWBP NPW BOOSPUMP ER PUMP DETAIL NUMBER/` `.0 R M. RSL RAWRS SLUDGE SEWAGE NPWP NPW PUMP STRUCTL'RF_ PIPING OR EQUIPMENT SAM SAMPLE OCF OCU ODOR CONTROL UNIT DETAIL x )R CONTROL FAN SRN SANITARY SEWER OS ODOR SCRUBBER --� t=:4 STORM DRAIN CULVERT SAN FM SO ITA'f7Y FORCE MAIN PBS POLYMER BLENDING SYSTEM 3' - ,'-0' SB SODIUM BSNLFlTE (NE+!) PCB PNEUMATIC CONVEYING BLOWER -----� WALL TYPE DESIGNATION SBS SURGE BASIN C.ONRO. PCD PRItrLARY CLAIiIFlF3z DANE �""�� "� PIPELINE • DRAWING WHERE ,BS SODIUM BfSULFTTE SOLlTT10N SC SCUM ,}ACV PRESSURE CONTROL VINE DETAIL WAS TAKEN -SCK SLUDGE CAKE PEP PRIMARY EFFLUENT PUMP .. . E= LARGE PIPELINE SSG SECONDARY SCUM EFFLUENT PLOP ENGINE GENERATOR PRE-LUBE OIL PUMP —"--� BUILDING SPECIALTY ITER! SE SECONDARY EFFLUENT PMP POLYMER METERING PUMP �SE SECONDARY INFtUialT !-'R GRIT REMOVAL DRIVE EXISTING PIPELINE pRV PRM-URE REGULATING/RELIEF VALVE n ' ABANDONED IN PLACE ELEVATION SEP SERFAGE D SLi;aN XX-XX PSP PRIMARY SLUDGE PUMP ROOM DESIGNATION e SLSLUDGE PSCP PRIMARY SCUM PUMP I.D. LETTER o o o b'�7FA SSTEAM EAL WATER PTM POLYMER TANK MIXER TO BE DEMOLISHED PTP POLYMER TRANSFER PUMP 0 ELEVATION X P0 PRESSURIZATION PRESSURIZATION UNIT (STRUCTURE, PIPELINE. ETC.) (--- DETAIL NUMBER iz SWS SURFACE WASH ,)PPLY 3" - ,'-0' 0 0 "� TCE SURFACE YoCE RATE Y P1 PLUG RETURN SLUDGE PUMP Y� TCEN THICKENED CENTRATE RDS I""t� r-� xx - ST/411aARD DETAIL w w TCF -HICKENELI OVERRATE FEED ROS ROTATING DUCKING SKIMMER ! r `�I BUILDING TO ° 'iCKENE�` OVERFLOW RP REUSE PUMP _ ! u DRAWING WHERE POINT N V) TSL 110E THICKENED E mGE RSP SINK RAW SEWAGE PUMP OF VIEW MARKER CAN EE ---SPECIiICAT10N SECTION N N TWASS TWICE NHICKE!J T WASTE ACTIVATED SLUDGE SCD SECONDARY CLARIFIER DRIVE {�. IDENTIFICATION AND APPROXIMATE FOUND TWOS THICKENED WASTE ACTIVATED SURGE SCKP SLUDGE CAKE PUMP T TH-IXI UY ATION OF SOIL TEST HOLE UD UNDf7t DRAIN SCNR SCREENINGS CONVEYOR V. VT VENT SCNV SLUDGE CAKE COEYOR VFA D:ZAINAGE' FLOW VVACUUM SCP SCUM PUMP NV VOLATILE FATTY' ACIDS ' ---PHOTO NUMGER z IM ] VFM VOLATILE FATTY ACIDS DISCHARGE SDG �� GI`TE --'X--"X-- CHAIN LINK F'EPJCE VFAR VOLATILE FATTY ACIDS RETURN SSFG SUPPLY GRINDER VTR VENT THROUGH ROOF WAS WASTE ACTIVATED SLUDGC WASTE DRAIN SRP SLUDGE MIXER --X= - „ FIELD FENCE -• DRAWING WHERE A� WST SRP SLUITGE RECIRCULATION PUMP DETAIL IS LOCATED PIPING WWD WASH WATER DRAIN W SSS SLUDGE STORAGE SILO ABBREVIATIONS AND 1WST SEPTAGE TANK —""'�" PROPERTY UNI' PIPING IDENTIFICATION TAG STIR WATER STRAINER PHOTO DIRECTION GENERAL LEGEND +UG SLUICE GATE t- CENTERLINE AND SYMBOLS —SF SF-- a SEDIMENT FENCE (S' ROCK CHECK DAM v...j O N 85th Ave. 16580 LBUP2002_Q009R Shoset Number 4 of 61 -- 3 ITI IIF� I � I III IIIIIII II , I ,� ISI ISI I � � I � ►- r� 7 7� I.{-I :Ip III .. NOTICE: IF THE PRINT OR iYNEONANY , �_ ��:� III i.�. .il ; IIS I � � III III III III LII cIi � ► i rI1� � ( Iir ( i I � � � ( � r'1 � Ii � � iI < < i < < i i I i i i i i i i _ . 1 � i � ( � � � �� � � ii I I I III I L I I --� 7 r- IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 .., � 4 I 6 7 - .,.. ..5 Q DJE TO THE QUALITY OF THE —� _i rvU.as IT IS J ORIGINAL DOCUMENT — — -- — - �_ _ si E 8Z SZ LZ 8Z Z i� Z EZ "' Z TZ O,Z 6I 8T LT 8T 9' T fiT E ',t ZT TT T 6 �e3' L 9 ` Sc --�E Z � �Itli;lwV` ILIIIIIIIIII Illl .l_lllllll .!llllllllLLlllli {LL 11111_ Illlll{ Ill. JLIl11lI {Illi{III 1111 1111 !!11 ILIIIII) ILII1111 .1111ILII IIIIIIiIILIIILIIILIIIIIIIIIIICIS 1111 .11111111L111�.111� IIIi��II I l.la.i � .l� l f►C r1�� E I 5 1 4 1 3 ELECTRICAL ABBREVIATIONS ELECTRICAL ABBREVIATIONS CONT. NEMA ENCLOSURE TYPE G-"'EI'AL NO 1'CS A AMPS M MOTOR STARTER COIL NEMA ENCLOSURE TYPE AS INDICATED ON THE AC ALTERNATING CURRENT M/A MANUAL/AUTO DRAWINGS AND IN ACCORDANCE W/ NEMA I. THIS IS A STANDARD ELECTR;CAL, INSTRUMENTATION AND ABBREVIATION SHEET. USTING OF A3B�•JUTX$4S AKS AMPERES INTERRUPTING SYMMETRICAL. MC MEDAL CLAD CABLE STANDARDS PUBLICATION NO. 250: WES NOT IMPLY ALL PBBREWITIONS HAVE BEEN USED I'M. Th,S I ROJECT. AM AMMETER MCP MOTOR CIRCUIT PROTECTOR HDR Engineering, Inc. AMP AMPERE MH MOUNTING HEIGHT 1 TYPE 1, GENERAL. PURPOSE, INDOOR 2. WHERI_' L ECTRICAL ITEMS ARE #NDICATED TO BE REM01ED, THE IK.-ORMATIOd WAS OWAINED M''"1 TiE AS AMMETER SWITCH MS MANUAL. MOTOR STARTER RECORD DRAWING OF THE EXISTING FACILITY. IT IS T E F.::SF.)NS.B JIY uF THE CnNTRA(TOR TO VM"".' AUTO AUTOMATIC MV IMEDIUM VOLTAGE. GREATER THAN GOON 3R TYPE 3R, RAINPROOF, OUTDOOR THE LOCATION AND QUANTITIES OF THE EXISTING EL.L^TR.:AL EWPMENT 10 BE REMOVED. FOR REMOVING THE EQUIPMENT INDICATED INCLUDE CONDUCTORS, CONDUITS, FITTINGS, HANGERS, EQUIPMENT OR AUX AUXILIARY LESS THAN OR EQUAL TO 3SK1/ JUNCT)CY. PDXES, LOCAL CONTROL. STATION, LOCAL (V ROL PANEL. FEEDER. ETC. ASSOCIATED WITH THE 4 TYPE 4, WATERTIGHT, INDOOR OR OUTDOOR EQUIPtMerrr ,wm, BACK TO THE NEXT EQUIPMENT REMAINING ON THE CIRCUIT OR BACK TO THF MOTOR CONTROL CLEAN WAITER SERVICES CENTER OR !PANEL FROM WHICH THE CIRCUIT ORIGINATE_SS BBF BROAD BAND FILTER NC NORMALLY CLG.;ED 4X TYPE 4X, WATERTIGHT, CORROSION RESISTANT, WHERE THE EQUIPMENT BEING REMOVED IS IN THE MIDDLE OF A LIRCUI�, kEPLACE/REPAIR THF CTrCUIT AS NEG NEGATIVE INDOOR OR OUTDOOR. IS TO REMAIN, THE CONTRACTOR WILL PROVIDE ALL MREQUIRED TO KEEP REI&MW EQUIPMENT ON THE EANS NECESSARY 10 PCUIT IN OPLRATION. R M- ?'1E yOU,'MEa/W NEU NEUTRAL 6 TYPE 6, SUBMERSIBLE CIRCUIT TO WHICH IT IS CONNECTED DURING CONSTRUCTION. F KOUIRM TO 'MU' TI'E LWs 6ENT IN DURHAM! C CONDUIT OR CONTACTOR NF NONFUSENO NORMALLY OPEN TOTHE EQUIPMENT RUIRED TO AND ALLOW THE EQUIPMENT TO ROM IN OPERATION. FACILITY OVERCURRENI DEVICE FACILITY c�AP CAPACITOR 7 TYPE 7. CLASS ,, GROUP C AND D. INDOOR .. WET WEATHER CB CIRCUIT BREAKER 9 TYPE 9, CLASS a OUTFALL CKT CIRCUIT 0 OPEN COAX COAXIAL CABLE OC OPEN/CLOSE; 12 TYPE 12. DUST TIGHT, INDOOR LAMB COMBUSTIBLE OL OVERLOAD CONN CONNECTION CPT CONTROL POWER TRANSFORMER t,R CONTROL RELAY 21" 2 POLE Project Manager CT CURRENT TRAMSFORMER OR CYCLE TIMER pB PUSH BUTTON E. DAVISON PE PHOTOELECTRIC CELL PF POWER FACTOR DmIgned DC DIRECT CURRENT PH/O PHASE INDICATING LIGHTS K. GARDNER DIFF DIFFERENTIAL PNL PANEL Drawn CDPDT DOUBLE-POLE, DOUBLE-THRO'N POS POSITIVE J. ^ARTWR"GMT DPST DOUBLE-POLE. SINGLE--THROW PP POWER PANEL STANDARD COLORS AND FUNCTIONS FOR Checked DS D=R SWITCH INDICATING LIGHTS: D. BL:-,r R REVERSE CONTACTOR R RED Project Nurnber EHH ELECTRICAL HAND HOLE RCPT RECEPTACLE 00059-414-101 EMD ELECTRONIC MONITORING DEVICE RMS It3OT MEAN SQUARE G GREEN Dote EMH EIECTi'ICAI. MAN-HOLE B BLUE SE,FRMB:R 2001 ENCL ENCLOSURE RTD RESISTANCE 7EMPERATURE DETECTOR E/P VOLTAGE/PRESURE ELECTRO-PNEUMATIC RTM RUNNING TIME METER Y YELLOW E-STOP EMERGENCY STOP ` ETM ELAPSED TIME METER W WHITE l S START OR SLOW CONTACTOR Ild ��ll ' SCR SILICON CONTROLLED RECTIFIER A AMBER F FAST OP. FORWARD CONTACTOR SH SHIED? e^ 'Q)116,1 ► i�°e FM FREQUENCY METER SP SINGLE POLE. SET POINT 'f'� L 0�an FO FIBER OPTIC CABLE SPST SINGLE-POLE, SINGLE-TAROW FU FUSE SSS SHUNT TRIP FVNZ FULL VOLTAGE NONREVERSING ST STAINLESS STEEL FVR FULL VOLTAGE REVERSING SW SWITCH F---I THIS UNE IS ONE INCH WHEN K T iHERMOSAT DRAWING IS FULL SIZE ir NOT � G GROUND TACH TACHOME'ER --- ONE INCH, SCALE ACCOR INGLY. A GFP GROUND FAULT PROTECTOR TB TERMINAL BOARD _ GFCI GROUND FAULT C!RCUIT INTERRURTER TERAI TERhAN.AL CONTROL SWITCH $ TP TWISTED PAIR a n B TR TIME DELAY NOTATION ABBREVIATIONS $ HID HIGH INTENSITY DISCHARGE TSP TWISTED SHIELDED PAIR HP HORSEPOWER TST TWITTED SHIELDED TRIAD XXX HPS HIGH-PRESSURE SODIUM.. TVSS IkAWSIENT VOLTAGE SURGE SUPPRESSION X HV HIGH VOLTAGE, GREATER THAN 35KV HZ HERR V VOLT VA VOLT-AMPERE ACK ACKNOWLEDGE I do C INSTRUMENTAION do CONTROL VAC VOLT - ALTERNATING CURRENT FS FAST-SLOW e LI INSTRUMENT RITZ VAR V-A REACTIVE HA HAND-AUTO INC INCANDESCENT VM VOLTMETER HOA iiAND-OFF-AUTO INST INSTANTANEOUS VS VOLTMETER SWITCH LL LEAD-LAG e LIS LEAD-LAG-STANDBYa. INSTR INSTRUMEM(AT1CN) I/O INPUT/OUTPUT LOR LOCAL-OFF-REMOTE 80 1/P CURRENT/PRESSURE WHM WATT-HOUR METERLR LOCAL-REMOTE o 0 -STANDBY LS LEAD 101 a IR INFRARED WM WATTMETER MAMANUAL-AUTOw fa OC OPEN in J� OSC OPEN-STOP-CLOSE M- - K KILO xP EXPLOSION PROOF SIL KCM THOUSAND CIRCULAR MILS SS START-STOP KV KILOVOLT KVA KILOVOLT AMPERES o t m KVAR KIL.OVAR - z KW KILOWATT A 1(YIM KILOWATT-HOUR ELECRICAL AB RTEVIATiONS LC LIGHTING CONTACTOR LCL LOCAL. LOS LOCKOUT STOP LTG LIGHTING A. LV LOW VOLTAGE, LESS IW OR EQUAL TO 500V 85th Ave. 16580 BUP2002-00098 Sheet Number � b4 50f 61 4 NOTICE: IF THEPRIIvTOkTYPEONANY r�r� i � r il � l � li ililili � l � il � � l � Ili Ilif i. rl�_,r1.�. r1T� il � ILLS � li � i iii I'JT .JT" 1l ' iii Ili il � i i Ili ( Ili Ali ' l � il � � I � .► l � Ali � li ( Ili iJtllli � It ( il ► Ilrl � li int Ili 1111111 I � I ( I I I I I I I I � I I I I ' 1 2 3 4 6 R 9 - 10 11 12 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ - _ � No.35 IT IS DUE TO THE QUALITY OF THE, �_.._ ORIGINAL DOCUMENT -- 6Z 8Z LZ 9Z 9Z -- V $ 7 Z TZ � OZ E3I 8I LT 9I 5T � i EI �T Tx T 8 L � 6 � 9 E 'I'1I''I1 IIII.IIIIIlIII VIII VIII Illi VIII VIII VIII Llll Jlll ll 11' l ILLI 11!i It IAL 111 1 111111111 111 I if, ILII VIII Illi VIII .1111 VIII VIII VIII VIII lilt VIII IIII�IIII ILLI ' 1111t1�1!�llji ' '!i IJ 1 1 II i l l Illill 1 I ONE--LINE DIAGP.AM SYM CONTROL SCHEMATIC. SYM CONTROL SCHEMATIC SYM ELECTRICAL PLAN SYM PLS'' SYM LIGHTNING ARRESTOR ^ FLOAT SWITCH, CLOSE 04 — e TIME DELAY RELAY, TRX, J_ GROUND X LUMINAIRE HIO OR INC)RISING LEVEL TDAE TIMING RANGE AS NOTED ZQY ( , X �— CURRENT TRANSFORMER TRX TDAE - TIME DELAY PICK UP D �"'" FLOAT SWITCH, CLOSE OW D-60 AFTER ENERGIZATiON ELECTRICAL CONNECTION s e " • X - No. OF PHASES JR FALLING LEVEL SEC T,D • TIME DELAY DROP OUT o N * s C)Yn Du" SIGN, TUJM AREAS HDR Engineering,INDN.�AT� FACE(S) 9 ring, Inc. AFTER DE-ENERGIZATION �"-' CONDUIT SEAL + + � ��""'" +� POTENTIA,/VOLTAGE TRANSFORMER PRESSURE SWITCH. CLOSE ON X - NO. OF PHASES INCREASING PRESSURE TRXo..... TIME DELAY RELAY CONTACT, CONDUIT TURNED DOWN Z X FLUORESCE*,T LIGHT FIXTURE SEE NGRMALLY OPEN, CLOSE AFTER �Y FOR DIMENSIONS) STAB-IN CONNECTION ( PLAN ----1�- PRESSURE SWITCH, CLQSE ON TIME DELAY ON ENERGIZATION '- '�" 0 CONDUIT TURNED UP „ o ,�, ., m CLEAN! 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OPEN ONY SWITCH BREAKER TEMPERATURE SWITCH. OPEN ENERGiZATiON, CLOSE AFTER -'-Q'-~ GROUND ROD ON RISING TEMPERATURE er 4a9TIME JEIAY ON DE-ENQtGIZATK)N Project Managern TRANSFORMER WITH PRIMARY EXIYWG UNDERGROUND ELECTRICAL Project DAV► ag DUCT BANK X EMERGENCY LIGHT, 2 80 6-0/240V VOLTAGE. SECONDARY VOLTAGE, y ATTACHED H FDrawn ed SON o-- FLOW SWITCH. CLOSE ON HEADS SHOWN 7.5 KVA AND KVA RATING SHOWN HORN UNDERGROUND TELEPHONE CONDUrr �D� TRANSFER INCREASING FLOW --TEL-- (CONCRETE ENCASED UNLESS C INDICAI ES WALL MOUNTED SWITCH ERWISE NOTED) -I- LUMINAIRE CARTWRIGHT 1 j ATS AUTOMATICFLOW SWITCH, OPEN ON M'15 = MANUAL INCREASING FLOW RUNNING TiME METER; MAY BE OH OVERHEAD ELECTRICAL Checked TAGGED RTM, ETM OR KC LUMINoWRF SI IRS�_RIMs D. BEST _ TRANSFORMER ��� Numf`er I i I�+ ' BATTERY Uw X - FIXTURE TYPE, SEE FIXTURE SCHEDULE 00039-474-102m,,er Ell MAGNETIC STARTER CC NTACTOR COIL. Y CIRCUIT NUMBER FROM PANEIBOARD - COi'TROL RELAY COIL, Ell HORN Date W/YFrERMAL OVERLOADS X MOTCR STARTER COIL. OR Z - CONTROLUNG SWITCH SEPTEMBER 2001 SOLENOID VALVE COIL 3D MOTOR, POWER OR LIGHTING sx (3 PHASE MOTOR SHOWN) PANEL BO/RD MIN SUBSCRIVTS• GENERATOR. X=RATING CONT/�,CTGR, _CONTACTS. NONE - SINGLE POLE SW!T;,",; p 1 xis♦ -� - CONTROL RELAY OR CONTROL PANEL SUPPLIED WITH 3 - THREE-WAY ;WITCH a 1 t IwOTOR STARTER. CONTACTS. 480 CONTROL POWER TRANSFORMER, OTHER EQUIPMENT PRIMARY AND SECONDARY 4 - FOUR-WAY SNITCH to HP MOTOR NORMALLY OPEN do � 120/240V M MANUAL MOTOR STARTER WITH THERMAL e' NORWJ-LY CLOSED CpT VOLTAGES AS NOTED, SIZE AS DISCONNECT OR SAFETY �. ' ELEM0 T FOR SMALL HORSEPOWER � REQUIRED UNLESS NOTED NON-FUSED UNLESS 0 ERWISE �IDICAT[D � L Ohl AUXILIARY CONTACT ACT AL OVERLOAD RELAY 20/S/3D 20A FUSE. 3 POLE. 3MOTOR 0 AMP AT - ADJUSTASM TIMER MOTOR ACTUATOR AUXISWITCH INDICATED IF -- 1 PB = PUSH BUTTON tA M(TR .MOTOR PE PHOTOELECTRIC ae — JV-- WEATHER-ROOF SWITCH INSTRUMENT SWITCH THERMAL OVERLOAD I I BROAD BAND FILTER WP XP - EXPLOSIONPROOF SWITCH THIS LINE IS ONE INCH WHEN ,r FOR HARMONIC MIIGATION ® DRAWING iS FULL SIZE IF NOT SUBSCRIPT I I ACCOF<DIN AS AMMETER SWITCH y� . 7�C( X p INDICATING MOTOR AC71JATOR ONE INCH, SCALE GL:Y. TING LIGHT L-__--J _ B vs _ VOLTMETER SNIrGW -.-o ��C RED. AMBER OR WRITE �j JUNCTION BOX RECEPTACLE SYM s N LLBOX e (DALU PUSHBUTTONS. NORMALLY OPEN TB - TERMINAL BOX o N SWITCHBOARD INSTRUMENT -0 0- ' -�Y'Xn.. POWER REACTOR TYPE AS INDICTED ✓t NORMALLY CLOSED X N0. OF PHASES OSTOP THERMOSTAT 0: 125V, 20A DUPLEX RECEPTACLE, ALL OUTDOOR i AND WET AREAS GFCI PROTECTED 14w2/ METERING 1L E-STOP PUSHBUTTON METAL OXIDE VARISTER X-X CONDUIT TAG OR CIRCUIT NUMBER ___Q SPECIAL PURPOSE RECEPTACLE TYPE AS INDICTED MAINTAINED DEFINED ON DRAWINGS) AC KW KW ORR AMPERES RATING OR CONTROL DEVICE 7W NON-MOTOR LOAD WITH (CONTROL STATION SHOWN). tPLUG-IN RFCEPTACLE STRIP c LIPSELECTOR SWITCHHARDW RED PLC OUTPUT 0 O (3-WAY SHOWN) SOLENOID VALVE _ � AUXILIARY OR CONTROL DEVICE OXX TE:�rIONE JACK (UNLESS OTHERWISE (CONTROL STATION SHOWN). Li' CS INSTRUMENTATION SHOWN ON DRAWINGS) HARDWIRED PLC INPUT D - FLOW DETECTOR SWITCH m ELEMENTri su O O -Fr VARIABIl= FREQUENCY DINE I PLC INPUT I PROGRAMMABLE CONTROLLER D _ FLOW DETECTOR CC M '3 '�""® ®"�' INPUT ('AUTO" STATUS FIT - FLOW INDICATOR TRAM G •. I AUTO ( TRANSMITTER FCI GROUND FAULT CIRCUIT INTERRUi�TER RECEPTACLE 1 INDICATED) FS - FLOW SWITCH WN = ►fGAM-I PROOV RECEPTACLE �-- J H - HEATER H � S DISCONNECT OR SAFETY SWITCH, -- - XP EXPL.OSIONPROGF RECEPTACLE - NON-FUSED UNLESS OTHERWISE IL - INDICTION LIGHT -t INDICATED r ------� LE - LEVEL ELEMENT ____�� J NAME 17T CONTROL PANEL SUPPLIED ( PR03RAMMABLE CONTROLLER Lfr - LEVEL iNDICATOR TRANSMITTERIOUTPUT ("RUN- COMMAND L'S - LCL- �1, GENERAL NOTES W/OTHEli EQUIPMENT N < I INDICATED)TED PS -- PUSHBUTTON STATION A L- - ITI I PE •- PNEUMATN; 7._=KK; STATION PS - PRESSURE SWITCH ELECTRICAL SC - SPEED CONTROL DEVICE I. THIS IS A STANDARD ELECTRICAL SYMBOLS SHEET. AMrSYMBOLS ❑ "JCONTROU_E ,% P. TERMINAL SI - SPL ED INDICTOR ILLUSTRATON OF SYMBOL DOES NOT IMPLY ALL SS - SPEED SWITCH SYMBOLS HAVE BEEN USED ON THIS PROJECT. FIELD DEVIUL SV - SOLENOID VALVE C HS,SW- SELECTOR SWITCH 2, EMPTY Q)NDUIS SHNl BE PROVIDED WITH FULL ROPE AND BE BLOWN FUSELINDKJITOR TG � TACHOMETER GENtTcATOR TIE - TEMPERAJURE ELEMENT CAPPED OR PLUGGED, TO PREVENT WATER ENTTtY. oa TO TORQUE SWITCH xs,zs - LIMIT SWITCH P S 85th Ave. 16580 XT - POSITION TRANSMITTER BUrr'20C12-00098 Shoot Number 6 of 61 5 r r ilr { i1 iii Til iii iiI Ii � � 1i1 ( NOTICE: IF THE PRINT OR TYPE ON ANY j ( 1 I I I i ! i I ! ilT .�TT�-�1 iT_�1-r�� 1. i_,T 1 ht T�1 ry't� i i I i i"i� ..r I I iii i I i I I i III 11 i I ! � L� i _�-i i r i I i.� r Tj � J J I 1 IMAGE IS NOT AS CLEAR AS HI I I i S NOTICE, 1 � � � __-- _ _ ____ -- 5 6 _ 7 I 0 - 10 11 1 -- UYI -� IT IS DUE TO THE QUALITY OF THE --- - - — --- �_. J ORIGINAL DOCUMENT E 6 ZZ 8� L Z e Z � Z �T— - -- —T--__ �- No.36 __- 11ti- EZ Z TZ OZ 6T 8T LT 9T � T fiT ET ZT TIT T Ei 8 L 9—�— IIII IIII IIII Ifll IiIi 111 .IIII IIII 1�11 .1�111l1 Ill11J_l111 IiI ILLI IIII H11. 11L1 IIII illl�llll I T iilllliillillll .IIII,,ill °TiIIIiIIIIIIIilillilillliltllil<< Il[[ .[[l1. 1i1[ LIII [Illl [ l I