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Plans tar'c ret nu .. A ..,- ,:. r . C.• C!) 0 •22' ''0' ('', ',....', -2' ,., ,...,„ . 0 '' r.- < , (-) '. ',. ', i ,.... , .. .., . 0 100 200 300 i ' .. i. , Scale In Feet ' R . ' [ >F). ; .,PEPS / ..,.// a > : 131.111.DIN,G" ''''' „.....--- - co 'N, - (-) :,-• ' I GENERAL NOTES: 1. COORDINATE CONSTRUCTION ROUTES,ACCESS,AND A , I CONTRACTOR'S - , , WORK AREAS WITH OWNER. 1, - ACCESS ROUTE -,, ,, • .„AERATION ' . CLARIFIER - BASIN , I FOG FACILITY 4 1 4 I ' S'ECONDARY „ c• 1 . , - - 1.131 :1q1''' cc 1 I RIFIFR ''''CI.A . RT , ' C - ENTRANCE(GATED) — 4 , ' HEMICAL , 4 1 1.'.,_ •• _ II.,,I..1 '13 :,, 1"'‘1:1,.., ' 31.. 1'3' I' ,, , 2 i ' '•/2'i , 222 .• 22 2,.. .2 „ i I•• / - '''''• ''fe. 2 11'21 ,/ '''. '•'' SECONDARY'' l *'-- jNit''' ttEAO16all,t '11A,' 1- , . ,.: . ' . LARIFE . 4'`A. • ., . , CLARIFIER : ; , 11. * 40 . '4. N`R,....' .,T•• ' ,4_ l'''1 a' I• 6 . •I'I '' '''' .,.;:`:3*3: /i77. :1 71: . ,, 7 ,t; ' ..,-,, „ 7 d C,LARIFIER ,.' T,3',14.1.1{,T1,›. 'T,, ,,,T SURGE BASIN 11,-1/ 2 1 CONTRACTOR'S 444 ' ,.1 - '," ACCESS ROUTE — L SE''T AGE ' - '.. RECEIVING ,' - i - -,- :-.,,,'''•,:',..''',. -"'I,, , ' I • " , . I , ` g •-•' [E 111 ARAHAN , CFARS .... , , . CONTRAcS \ . i FIL lER STAGING AREA " * • 1 -.' 33 l',3' .• • ° 5 FACILITY 715-BROWN GREASE ‘::, 4- . RECEIVING FACILITY ;',:,..,:'), a . VVAVERLY E0 A4• ,./ • - ; i •,i 0 , „ , , ,,.., !il', .•'1 '.. _' . it E ,Ijr.r.41-' CONTRACTOR'S PARKING AREA .'"" • A 440111.1,4:" I $l ALONG SW 85TH AVE.DURING 'FACILITY 750-DIGESTER !•••• , As k‘i PROJECT CONSTRUCTION COMPLEX 2(DC2) . .. —, 1 , • °-..• •)i16.,-—INS-7TP--,A.J'_i.LT„.V.."_EI COS'IODONOFTRILR ° i ,.!=4 F( NT 1I / : ) ' -, ELECTRICAL S FL STFT ON , , o.... z , ,. . • '9 ' ' •,,,. 0 ;, .''.:1 _ .. ,, , V 12 "i •. •,..„ 2, . • . (. ... • A 6, I ,. !.. 1 . ....,.., ,/,-/ . . I 6-PROpe Brown AND Caldwell 9622SPE OP .--- iE f) noo ORM PROJ NAME SHEET TITLE SHEET 3 OF 63 DWG II Di itally Signed D. RN LlIll- DATE 40REGON :1;',' 111111•111111111M GENERAL 1' OSN I3 DwG tt THIS BAR IS QNE INCH CleanWate-17?-Services CWS DURHAM AVVVVTF FOG DATE ez....fte‘11 14' G003 34'PH/LP%‘' TANK RETROFIT PROJECT EXISTING FACILITY PLAN AND r.TAM Go FILE x 154061-6-003.DWG WHEN DRAWING IS FULL Our commitment is closc. SCALE. CONTRACTOR STAGING AREAS CWS 6992 I EXPIRES 12/31/2021 . 2 APPO TAM scA.E DESORPTION 2.5b1 SW!IdLsbor'c ,5, HIllsbore.Oregon 97123-9379 PROJ a ENOR STAMP ii# REV# DATE DEN APPO • GENERAL NOTES: 1. PIPE TRENCHING AND BACKFILL SHALL BE ACCORDANCE / \ ' WITH CWS STD.DETAIL 590,CLASS A. CATCH BASIN--- / -ELEC. 2. PIPE CONNECTIONS SHALL BE IN ACCORDANCE WITH HANOHOLES ....-.-8gp p; p/Yr- SECTION 15050. BURIED YARD PIPING CONNECTION TO EXISTING PIPING SHALL BE SCH.40 PVC.SOCKET COUPLING. 2 PW ELEC.DUCT KEY NOTES: i M BANKS REROUTE EXISTING 2"FF NORTH OF CONNECTION • a 8"HWR--7 _ 1, POINT AND ROUTE WITH NEW PIPING TO BROWN 10'FIWR 6"HWS ° GREASE RECEIVING FACILITY,AS SHOWN. G' I I --- CONNECT TO EXISTING EXISTING _ CONNECT EXISTING ROOF DRAIN(RD)PIPING TO " t• ' ' (- 1"NPW CUT PIPE o I OIL/WATER o �� NEW SANITARY PIPING. ADJUST END ELEVATION 1"-90°BEND , , SEPARATOR f >., OF RD PIPING TO CONNECT TO WYE. 3/4"HPA-vim 1 @ �� 9�.. 1'NPW i 0 ___ --- /( •G G G 1= -'�3. RECONNECT THE EXISTING 4"SAN.PIPING FROM 8"HWR-- BROWN Z' --SANITARY 2- /� I �\ THE BUILDING TO NEW 8"PIPE WITH A 4"-45°BEND 8,HWS 1 -90 BEND ! GREASE 1 MANHOLE 4� / g'yr8"x8"WVE 13 FITTING. AND A 4"x8"INCREASER ON CUT END OF RECEIVING I ( LATERAL AND A NEW 8"x8"x8"WYE FITTING. CATCH BASIN#1 I 1 I ' 'fir � FACILITY 715 __ 4"x8"REDUCER I 0 m - BIC AN.PIP TO .6 PIPE CLEANOUTS SHALL BE IN ACCORDANCE WITH I I I I CWS STD.DETAILS 500 AND 510,WITH A RUBBER .J EXISTING 4"-45°BEND / FRICTION PLUG FOR THE RISER PIPE. ALL NEW © P �I '" CLEANOUTS THAT DAYLIGHT IN PAVED AREAS 4"-45°BEND i \ CATCH BASIN / ^,� -0 �O y / SHALL BE INSTALLED WITH THE CAP FLUSH WITH ,,o .:. ____1 \ 3` / THE PAVEMENT. HEAVY DUTY CAPS AND SLEEVE 02r rL=+J '� _ _ _ -- _ __ �- I 8"SAN. PIPING IS REQUIRED FOR ALL INSTALLATIONS. FOG TANKS © \ EX.4"PIPE (SEE DWG.M101) 0 __ _ PIPE PLUGS SHALL BE SOLVENT WELDED CAP FOR CATCH BASIN#2 4). PVC PIPING ON CLEAN PIPE WITH A PIPE CUT M Iljl 04 1' PERPENDICULAR TO THE PIPE,OR A FLANGED CAP VV lq 45°BENDS AT BOTTOM OF WITH A COUPLING ADAPTER FOR DUCTILE IRON VERTICAL SECTION OF PIPES 8"SAN. PIPE. 05 PIN_ ATLEV.155.41 4"-45°BEND 2"-90°BENDS "/ Ilk 0 SAWCUT EXISTING CONCRETE SLAB AS REQ'D FOR INSTALLATION OF NEW PIPING. .r -' 8"-45°BEND I O6 ° 2".45°BENDS � 10 8"x8"x4'WYE I CORE DRILL NEW PENETRATION FOR THE NEW 8" 4"SAN. y 12 PIPE,EXISTING PENETRATION IS A 4"PIPE. \INV.158.65 / 4"-45°BEND \ ` al 08__ 16 I 8. NEW REDUCER NEW HOSE RACK WITH NPW SERVICE WATER; C 4"SAN. ) y 1. 6'•45°BEND SEE DWG M101. CATCH BASIN#3 Ilmil� 4"-45°BEND `N' FIELD FIT 4"DRAIN PIPE ` 7 ( 6"SAN. ) 0 FIELD ROUTE PW PIPING AROUND CATCH BASIN N. v AND FrrTINGS,SLOPE j//_/ ' WITH 45°BENDS. MAINTAIN 6"MIN.SPACING 2"-45°BENDS 2"FF TO DRAIN " m f BETWEEN PIPE AND CONCRETE. • t7 10 09 J ,'"0 INSTALL 12"SQUARE JOSAM 37800,OR APPROVED O 2"PW--\ G® / EQUAL,FLOOR DRAIN WITH DUCTILE IRON p SLOPE BOTTOM OF GRATING AND 4-INCH PIPE BENEATH THE PUMP • 0 CONNECT NEW 2"FF TRENCH TO DRAIN CONNECTION. INSTALL DISCHARGE PIPING WITH LINEST TO154.77EXISTING as°V.EL.BEND 4"TRENCH DRAIN TWO 45°VERTICAL BENDS TO ACCOMMODATE t AT ELEV.154.77 INV.EL.158.60 ��� VERTICAL OUTLET PIPE CLEANING VIA THE FLOOR DRAIN. O 6"PERF.PIPE E 0.5% 'l'_/14� 1 PIPE / O 2"FF" f IN GRAVEL ENVELOPE 11 HOSE BIB. SEE DWG.M-101. a ) (SEE DETAIL CI 10) IS aOr/ DCtST1NG- /2-(HOPE, a CONCRETE NEW SAN.PIPING LAYOUT PROFILE DATA PAD O ID DESCRITIONILOCATION PIPE SIZE INV.ELEV. NORTHING' FASTING• NOTES 1 8,,SD___,2/ 01 CATCH BASIN(1)INV.OUT 4" 157.10 53334.53 635023.44oa / ABAtJUO 02 / 45°WYE CONNECTION 4" 157.04 53334.11 635023.27 ADJ.EXISTING RD PIPE CONN.TO MATCH iO 03 8"WYE 8" 156.14 53333.94 635028.75 5 04 CATCH BASIN(2)INV.OUT q^ 156.88 53332.74 635023.44 5 • 05 . 45°WYE CONNECTION 4" 156.82 53332.31 635023.26 o • w 06 CLEANOUT 4" 156.74 53131.63 635023.24 ELEV.IS AT CLEANOUT WYE ' w 07 SCREEN SLAB SUMP INV.IN 4" 156.58 53331.02 635025.58 w m 08 SCREEN SLAB SUMP INV.OUT 8" 156A8 53331.02 635025.83 ' 1 i N 09 CATCH BASIN(3)INV.OUT 6" 156.40 53330.77 635028.11 - ?-2"SI FFVES 10/TRENCH DRAIN PIPE INV.OUT 6" 15640 53332,94 635027.81 I (PROTECT PLA{;E \` // . o O )N- 1. 11 6"WYE 6' 156.39 53330.77 635028.62 WITH TEMP CAPS) \\\ - - 12 J 45°WYE CONNECTION 8" 156.30 53331.14 635028.75 REDUCER UPSTREAM OF WYE o 13/ CATCH BASIN(EX)INV.IN 8" 156.10 53334.09 635028.76 MATCH EXISTING 4"INV. /n D"" 0 10 20 30 14 r 45°WYE CONNECTION 6" 156.41 53329.68 635027.56 ELEV.IS AT CLEANOUT WYE v i�o I 15d CLEANOUT 6" 158]2 53329.68 635025.35 o Scale In Feat • m 16 45'WYE CONNECTION 4"/8" 156.39 53331.60 635027.42 n ' *ALL NORTHING AND EASTINGS ARE AT CENTER OF FIXTURE UNLESS OTHER WISE NOTED ON PLAN. ,\rO PRO(£ • �8 ( Brown AND Caldwell i o•S,,,es I Nf/% "on '' - 94225PE ' r ORIG PRO.,NAME: SHEET TITLE: SHEET: 5OF: 63 OV.�:". Di itat!),Signed VI-8 DRrv'PBrS, DATE: CIVIL oro DSN:TR DwO a. 5 PLOT �% GDie • THIS BAR IS ONE INCH CWS DURHAM AWWTF FOG DATE: C 1 0 1 i • %m cm KAD CAD FILE a.154061-C-101.DWG WHEN DRAWING IS FULL C1eanWater Services TANK RETROFIT PROJECT YARD PIPING P"I"P e Our commitment is clear. PLc p: d v SCALE. I EXPIRES:12/31/2021 1 1.y G AFRO:QPB scare LEVI' DATE ERN APPD DESCRIPTION 2550 SW HIIIsboro HNy- Hillsboro,Oregon 97123-9379 CWS K'. 6992 ENGR STAMP: i.a -CAST-IN-PLACE 6"HEAVY DUTY,POLYMER COATED,DUCTILE CONCRETE COLLAR IRON GRATE WITH HOLD DOWN LOCKING 1/2"EXPANSION JOINT FOR CATCH BASIN DEVICE; MIN.LOAD RATING 620 PSI AT CONCRETE SLAB CONCRETE SLAB WIDTH TOO.EL SPILL CONTROL TOC.EL- (AASHTO M-306) AS SHOWN ON PLANS (SEE GRADING PLAN) /(SEE GRADING PLAN) #5@12"EACH WAY, SAWCUT EDGE OF 6" 6" NEW CONCRETE SLAB CTR IN SLAB EXISTING PAVEMENT ASPHALT PAVEMENT ' `_..J MIN. (SEE DETAIL C, HIS SHEET) ON�e r rs �/� MIN. SE T ET y) {�� I � J 6"AGGREGATE V2"EXPANSION JOINT REQUIRED .;--r I t .* E 1 1l2"EXPANSION ri 1/2"EXPANSION JOINT REQUIRED i'/` ': JOINT BETWEEN F 1 I - I 6_ BASE COURSE WHERE COLLAR ABUTS CONCRETE,\, - I. INSIDE FACE OF CATCH BASIN -'} " 7,"�,R ?._ - BENT ANCHOR BAR IN CONCRETE SLABS ('TACK COAT OUTSIDE FACE WHERE IT „ , COLLAR (TYP.ALL 4 SIDES) 1.`--' ;�` '+ a • 6 ACCORDANCEITH TRENCHI� 1 r HI 1—! IABUTS ASPHALT(TYP.ALL 4 SIDES) POLYMER CONCRETE ® -vimT' d - ,-'i TRENCH DRAIN CHANNEL ��D ® • l 1 12"MIN.CHANNEL DEPTH L�tr m� 12"SCARIFIED 8 CATCH BASIN - NOTES: RECOMPACTED � :''". �:'7i?. 3"MIN. f �i�;�/j//,C�+4 SUBGRADE / \ J '� %>i 1. BASE COURSE AND SUBGRADE SHALL BE TOG.EL.. `TOC.EL. 1"MIN. ANCHOR SLAB COMPACTED AS SPECIFIED IN SECTION 02200. (SEE GRADING PLAN) (SEE GRADING PLAN) PLAN VIEW SITE CONCRETE PAD SECTION NOTE: TRENCH SHALL HAVE A BUILT-IN SLOPE OF 0.5%TO 0.6%SLOPED TO DRAIN POINT SHOWN ON DRAWING C-101. e DETAIL SCALE:NO SCALE TOG.EL. 112"EXPANSION JOINT REQUIRED PRE-FORMED POLYMER CONCRETE TRENCH DRAIN (SEE GRADING PLAN) INSIDE FACE OF CATCH BASIN 0 DETAIL 1/2"EXPANSION JOINT REQUIRED COLLAR (TYP.ALL 4 SIDES) SCALE:NO SCALE WHERE COLLAR ABUTS CONCRETE: TACK COAT OUTSIDE FACE WHERE IT FINISH WITH 1"FLAT SECTION AT ABUTS ASPHALT(TYP.ALL 4 SIDES) COLLAR PERIMETER AND 2" RADIUS FILLET TO SLOPE TOC.EL-VARIES 1 (SEE GRADING PLAN) 0 I- -- ro TOO.EL.VARIES MATCH EXISTING 3 EXISTING PAVED SURFACE (SEE GRADING PLAN) GRADE;TACK COAT N-J g EXISTING SURFACE 4:1 ASPHALT FILLET 12"MIN. 3"ASPHALT CEMENT 2"MIN-LAYER OF GRAVEL PLACED WHERE CONCRETE CAST-IN-PLACE PAVEMENT;SEE NOTE 1 OVER THE TOP OF DRAINAGE CONCRETE COLLAR / GEOTEXTILE;MATCH SURFACE SCREENING SLAB " COLLAR IS ABOVE ROAD GRADE .. 3.5' AT CATCH BASINS 1 AND 2 - BASE COURSE; GRADE (SEE DWG.5-102) SPILL CONTROL _ CATCH BASIN );(.1c-•;!,:.;, / z.': 0" AGGREGATE ._t 92o-'jdR' at( s I ,i.l l 11 i t-. .z ° .,FOR CATCH BASIN �����..'. Ili III I. �� - -� � �_ ELEVATION VIEW SEE NOTE 1 " CATCH BASIN COLLAR SUEXBSTING GRADE DE SUBGRADE SCARIFIED 12' 1 I� (_ p° 1(I 111 I Ii It AND RE COMPACTED — a DETAIL NOTES: 1 I;1-;- =1Ti= 1(- SCALE:NO SCALE .--.:1 1 __:: I I I a " I 1. MATCH EXISTING PAVEMENT SECTION THICKNESSES.PAVEMENT 6"PERFORATED PVC PIPE IN -I� SECTION SHOWS THE MINIMUM THICKNESSES FOR 1"GRAVEL AND DRAINAGE 2"MIN.GRAVEL -I 1 I-1 I 1I 11- PATCHING/REPAVING. GEOTEXTILE ENVELOPE UNDER PIPE 2. SEE TABLE A,SECTION 02200 FOR RELATIVE COMPACTION OF SUBGRADE AND AGGREGATE BASE. 6"FRENCH DRAIN 3. ALL TRENCH AND PAVEMENT CUTS SHALL BE MADE BY SAWCUTTING E DETAIL ONLY.SAWCUTS SHALL BE VERTICAL FULL DEPTH CUTS THAT C101 SCALE.No SCALE PROVIDE A CLEAN EDGE TO THE EXISTING PAVEMENT THAT REMAINS. C 4. TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND EDGE OF a CUT,AND AT COLD JOINTS PRIOR TO PAVING. S 0 5. PATCHES SHALL BE FEATHERED AND SHIMMED TO AN EXTENT THAT i PROVIDES A SMOOTH-RIDING CONNECTION AND PROMOTES DRAINAGE FLOW AWAY FROM STRUCTURES,AS SHOWN ON THE 0 GRADING PLAN. C 6. WHERE PAVEMENT SAWCUT FOR A PATCH IS LESS THAN 3-FEET FROM s THE EDGE OF A JOINT OR EDGE TO AVOID A NARROW STRIP OF u EXISTING PAVEMENT AT THE EDGE. 0 ASPHALT PAVING SECTION H - DETAIL N SCALE:NO SCALE 1 0 a Ui t *O O O __o I Brown AND Caldwell S�EPo PN°fi, �h ® '4. ‘,G EE,gpy 2 0 94220PE l ORIG. PROJNAME, SHEET TIRE'. SHEET: 9 OF: 63 "'-" Di.itall Signed U N 'JRN.PBS DATEini CIVIL ORE, ^` PLOT Cfj' '�i, 0�osN:TR owG. CWS DURHAM AWWTF FOG °ATE C110 rn THIS BAR IS ONE INCH Clew Our DETAILS 7 CHR KAD cno FILE 4.154061-C-110.DWG WHEN DRAWING IS FULL TANK RETROFIT PROJECT P��• d m Our commitment it clot. SCALE. =° cws 6992 noes.OPB SCALE'. REVa on DEN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379DESCRIPTION PM M: ENGR STAMP.