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Plans (31) DURHAM FACILITY ACCESS ROAD I FOR CLEAN WATER SERVICES —�'T2°°�- ? TIGARD , OREGON City ofTigard Approved Plans 3y SAY Date CONSTRUCTION DOCUMENTS 1 eko E L ME2 OF 2 �`�V ou OFFICE COPY PROJECT LOCATION ASTORIA ty y INDEX OF DRAWINGS•.F '� .. SHEET DRAWING DRAWING TITLE HOOD RIVER '•' -.. _ F r NUMBER NUMBER PORTLAN* PENDLETON R ` 3g d•■ TIGARD.~ © THE DALLES 1 1 3 3• 1 G1 COVER SHEET,LOCATION AND VICINITY MAPS AND INDEX OF DRAWINGS ENTERPRISE t•_.. G ;• 2 G-2 CIVIL AND ELECTRICAL LEGEND AND GENERAL NOTES i 3 G-3 SCHEDULES TILLAMOOK LA GRANDEY. �°. f ii.? FY*: )1111. 4 G-4 LUMINAIRE SCHEDULE INICRPIME 5 C-1 OVERALL SITE PLAN Z • EM �•:4i�- rr 1 6 C-2 DEMOLITION PLAN-NORTH AREA 7 C-3 DEMOLITION PLAN-SOUTH AREA © rte. ' ` 8 C-4 SITE LAYOUTAND STRIPING PLAN-NORTH AREA 0 J+LL 9 C-5 SITE LAYOUT-SOUTH AREA O N WPORT ® ��+ T'� ..� 0 ," J I' ? d 10 C-6 SITE GRADING-NORTH AREA ri PRINEVILLE r ! �jl , i J N.LL. 11 C-7 SITE GRADING-SOUTH AREA 4 © -" IFS ^ -3r3li 12 C-8 UTILITY PLAN-NORTH AREA SISTER REDMOND "'� PH • 13 C-9 UTILITY PLAN-SOUTH AREA . -..• . I 14 G10 SITE PARTIAL PLAN AND DETAILS EUGEN BEND VAL �� c� 15 C-11 ODOT DETAILS ' 16 A-1 NORTH AREA GATE DETAILS 1_ L i 17 A-2 ENTRY SIGNAGE �},� TIGAR a • ° 18 E-1 ELECTRICAL PLAN-NORTH AREA w+ BUR ..:;• �''' • a 19 E-2 PEPS BUILDING ELECTRICAL ROOM ENLARGED PLAN •t•. � •o..nnoo.T 20 E-3 CABLE BLOCK DGRAM-NORTH AREA •'� Ja REAM 21 EC-1 EROSION AND SEDIMENT CONTROL COVER SHEET rtl. 22 EC-2 EROSION AND SEDIMENT CONTROL PLAN-NORTH AREA ROSEBURG OREGON ± .w off 23 EC-3 EROSION AND SEDIMENT CONTROL PLAN-SOUTH AREA PROJECT LOCATION , g 91 24 EC-4 EROSION AND SEDIMENT CONTROL DETAILS DURHAM FACILITY 1 Jea" ACCESS ROAD IMPROVEMENTS&SCHAFFER LANE REMOVAL NIL16060 SW 85TH AVE /$ (FOR INFORMATION ONLY) TIGARD,OR 97224 "` 3 i y 1 E00 COVER SHEET AND DRAWING LIST..:::: GOLD c y' � 2 C01 EXISTING CONDITIONS 0 3 CO2 DEMOLITION PLAN BEACH MEDFORD ° , _ m 4 CO3 GRADING PLAN KLAMATH FALLS LAKEVIEW I1 r ALATI u 5 C04 SITE PLAN E 6 COS LANDSCAPE PLAN CONSTRUCTION I It •• -• �.' �. v r �.. 8 E011 EROSION ANDS DEMENT CONTROL NOTES N N 9 E02 EROSION CONSTRUCTION NOTES O VICINITY MAP 10 E03 EROSION CONTROL PLAN NORTH ENTRANCE O LOCATION MAP 11 504 EROSION CONTROL PLAN SOUTH ENTRANCE 12 E05 EROSION CONTROL-EXISTING TOPSOIL LOCATION 13 E06 EROSION CONTROL-TOPSOIL FINAL GRADING SURFACE 14 507 EROSION CONTROL DETAILS pA❑ -2• IfN O.;'r/o r o 15. e: • ovw:SRR ��' PR6I NAME SHEET TITLE SHEET: 1 OF.24 DWG* � pC ore GON DATE: GENERAL . h�fOeER e• may oSN:JAB ovrG* (,-1 PLOT 5/13/09 "'IF C.CrLLI' * THIS BAR IS ONE INCH CleanWate Services CH2MHILL COVER SHEET, �^� G-1 LEN:DJP G10 FILE 9:dn01 g001_383498.dgn WHEN DRAWING IS FULL our commitment in cle.r LOCATION AND VICINITY MAPS '- I EXP. 2-31-09 I SCALE. 0 DATE CAD SW DESCRIPTION AND INDEX TO DRAWINGS Paa.611:2 ENGR STAMP. Aar LEC SCALE:AS NOTED Rte* �� DAN AP DESCRIPTION 2550 SW Hillsboro Hwy. Hilsboro.Oregon 97173-9379 GENERAL SITE NOTES: CIVIL LEGEND ELECTRICAL LEGEND 1. SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY WEST LAKE CONSULTANTS,INC. EXISTING THIS CONTRACT ADDITIONAL MAPPING HAS BEEN ADDED FROM AS-BUILT DATA FROM CLEAN WATER SERVICES. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY - 157 0 158.5 SPOT ELEVATION EQUIPMENT CONNECTION POINT MADE BY ELECTRICAL EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION. A INSTALLER TO EQUIPMENT SPECIFIED,OR PROVIDED BY •-1$�� ...."------/,5-8___.,,,, CONTOUR LINE OTHERS. CONDUCTOR AND CONNECTION SPECIFIED IN 2. EXISTING TOPOGRAPHY,STRUCTURES,AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. DIVISION 16. COORDINATE FINAL CONNECTION REQUIREMENTS NEW FINISH GRADE.STRUCTURES,AND SITE FEATURES ARE SHOWN HEAVY-LINED. WITH EQUIPMENT SUPPLIER. ------ . . •- . - - DRAINAGEWAY OR DITCH 3. HORIZONTAL DATUM: PLANT COORDINATE SYSTEM,SEE DWG C-1 FOR BENCHMARKS AND TRANSLATION TO STATE PLANE III m OR cs CATCH BASIN OR INLET 4. VERTICAL DATUM: NGVD 29. 5. MAINTAIN,RELOCATE,OR REPLACE EXISTING SURVEY MONUMENTS,CONTROL POINTS,AND STAKES WHICH ARE ++ OR -a- SIGN „� MAJOR ELECTRICAL EQUIPMENT-NAME DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL 0 © OR SD MANHOLE MCC-A OR IDENTIFYING SYMBOL AS SHOWN. MONUMENT(S)IN A TIMELY MANNER,AND AT THE CONTRACTOR'S EXPENSE. • • POST OR GUARD POST == PANELBOARD 7. COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE OF CURB OR EDGE OF PAVEMENT. -4 -i GUY ANCHOR -p LUMINAIRE AND POLE,SEE LUMINAIRE SCHEDULE, 8. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING,CONTRACTOR'S TRAILERS AND — ON-SITE STORAGE OF MATERIALS. FIRE HYDRANT I I MONUMENT MOUNTED LUMINAIRE,SEE LUMINAIRE SCHEDULE. 9. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES. o + UTILITY POLE 2 PHOTO CELL-LIGHTING CONTROL 10. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN. - - # LIGHT POLE 11. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN. o BM BENCH MARK —0.- LA-2 HOME RUN-DESTINATION SHOWN 12. ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL BE GRADED TO 6"BELOW FINISH GRADE ELEVATIONS - or WIRING(CONDUIT AND CONDUCTORS UON) SURVEY CONTROL POINT OR //// IN WALLS OR ABOVE CEILING,CONCEALED UON. FOR FUTURE LANDSCAPING,BY OTHERS. POINT OF INTERSECTION G 13. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING ,y14.c+'ti, f"1. �(c r TREE - - - or -f//-,'- UNDERGROUND/IN FLOOR CONDUIT AND CONDUCTORS. CONSTRUCTION,SEE EROSION CONTROL DRAWINGS EL-1 THROUGH EL-2. 'JIF ED 0 -/n- t J G PROPERTY LINE J CONDUIT STUBBED AND CAPPED WITH PULL STRING GENERAL YARD PIPING AND UTILITIES NOTES: - - CENTER LINE,BUILDING,ROAD,ETC. C CONDUIT FITTING OR JUNCTION BOX n( HANOHOLE X-HANDHOLD TAG HH-X 1. EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS-BUILTS AND FROM FIELD SURVEY. - - STAGING OR WORKAREA LIMITS XJ CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION. )0000000( OR • '"'• OR DEMOLITION HEAVY DUTY FUSED DISCONNECT-FUSE AMP RATING AS SHOWN PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. 4X=NEMA4X STAINLESS STEEL 30 2. EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED. OR OR O STRUCTURE,BUILDING OR FACILITY NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY-LINED. ' 3. UNLESS OTHERWISE SHOWN ALL PIPING SHALL HAVE A MINIMUM OF 3'COVER. ; ////! ///// ASPHALT CONCRETE PAVEMENT GENERAL ABBREVIATIONS 4. ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS SHOWN. ----'�'`�/!--' /!/!! ,I - - I CONCRETE PAVEMENT 5. FOR TRENCHING AND BACKFILL,SEE 3123-110 I _ I _ A AMMETER,AMPERE,AMBER MCC MOTOR CONTROL CENTER 6. FOR SURFACE RESTORATION.SEE t AC ASPHALT CONCRETE MH MANHOLE,METAL HALIDE . 1 ///!/ f ///// f CURB AFF ABOVE FINISHED FLOOR 7. MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT CROSSINGS SHALL BE 3". b f . _ AFG ABOVE FINISHED GRADE NEMA NATIONAL ELECTRICAL CONTROLLED DENSITY FILL SUPPORT IS REQUIRED AS SHOWN ON 0723-120 • .• i' - CURB AND GUTTER , //!/! ///// AGC AUTOMATED GATE CONTROLLER x— .---------- x�„...--x SINGLE SWING GATE AIC AMPERE INTERRUPTING CAPACITY PH PHASE PNL PANEL x------,4,,,x--- x--Thi/x DOUBLE SWING GATE BC BOTTOM OF CURB PVC POLYVINYL CHLORIDE BFG BELOW FINISHED GROUND (CONDUIT) x — x. x x SLIDING GATE PVMT PAVEMENT x x-. x - - x CHAIN LINK FENCE C CONDUIT,CONTACTOR CB CIRCUIT BREAKER,CATCH BASIN RE REUSE UTILITIES LEGEND FENCE WITH MOW STRIP CI CURB INLET RFA RADIO FREQUENCYANTENNA EXISTING THIS CONTRACT - MOW STRIP CKT CIRCUIT RGS RIGID GALVANIZED STEEL CONDUIT NOMINAL PIPE DIAMETER CONC CONCRETE fPIPE USE IDENTIFICATION - - WORK LIMITS CR CARD READER,FOB READER SCCR INTEGRATED EQUIPMENT 8"PE•� SHORT CIRCUIT CURRENT I f f PIPING<30"DIAMETER DWG DRAWING RATING(RMS SYMMETRICAL) SD STORM DRAIN IL - — PIPING 30"DIAMETER EL ELEVATION • EXST EXISTING TC TOP OF CURB • • • EXISTING PIPE TO BE ABANDONED TEL TELEPHONE FM FORCE MAIN TOG TOP OF GRATE EXISTING PIPE TO BE REMOVED TYP TYPICAL —►4-- GATE VALVE AND VALVE BOX G GREEN,GROUND UON UNLESS OTHERWISE NOTED GALV GALVANIZED �p PROF( --I I— BUTTERFLY VALVE AND VALVE BOX GCLS GATE CONTROL LOOP SENSORS WP WEATHERPROOF GS��sGI eee,0.0, GCPS THROUGH BEAM TYPE GATE CONTROL 4' SusiPE l —. -- PLUG VALVE AND VALVE BOX PROXIMITY SENSOR 111 c • "ham CAP OR PLUG GENERAL NOTE: GND GROUND KCF. to CLEANOUT HH HANDHOLE 17BFq/=C.'e,‘-1'- 1. THIS ISA STANDARD LEGEND SHEET. FIRE HYDRANT THEREFORE.NOT ALL OF THE INFORMATION IE INVERT ELEVATION I EXP. 72-31-C9 I SHOWN MAY BE USED ON THIS PROJECT. IRR IRRIGATION f3") IRR PROFf J,J-BOX JUNCTION BOX /`,,. '"eey f!O " i3.' .7 '. •N O O oRN:SRR OHIO I P501 NAME - SHEET TITLE SHEET 2 OF.'14 DWG r 'I OC OPEnoN, {/'• c GENERAL 4 beE„z• -O oSH.JAB owG*. G-2 LL: THIS BAR IS ONE INCH CIVIL AND PLOT 5/13/09E C.q{1�° WHEN DRAWING IS FULL C]eanWater Services CH2IVf H l LL WE: G-2 Z cx.DJP CHOFLEEdn01g002_383498.dgn SCALE. Our commitment i•eleu ELECTRICAL LEGEND PLC I EXP. 12-31-C9 0 DATE CAD SW DESCRIPTION til APPO:LEC SCALE.NONE REV DATE DRH „PPG DESCEUPfION 2550 SW Hillsboro Hwy. H+ISEWP.c, AND GENERAL NOTES u. Y PgoP 97,.23-9379 mod,6112 ENGR STAMP CONDUIT,CONDUCTOR,&CABLE SCHEDULE SYMBOL CONDUIT CONDUCTOR/CABLE NOTES (TRADE SIZE INCHES) POWER SYSTEM CONDUCTORS [P1] 1 3-#10,1-#10G _ [P2] 3/4 2-#12,1-#12G [P3] 1 2-#10,1-#10G [P4] 1 "6-#10,1-#10G ACCESS CONTROL SYSTEM CONDUCTORS [Al] 3/4 SEE NOTES GATE CONTROL SENSOR LOOPS: CONDUCTORS PER MANUFACTURERS RECOMMENDATIONS AND SECTION 02821 [A21 3/4 SEE NOTES RF ANTENNA: RE-INSTALL AS IT WAS ORIGINALLY PRIOR TO DEMOUTION(SEE C-3). [A3) 3/4 SEE NOTES GATE CONTROL PROXIMITY SENSORS: CONDUCTORS PER MANUFACTURERS RECOMMENDATIONS [A4J 1 BY OTHERS ROUTE FROM PEPS ELECT RM.IN EXST SPARE CONDUITS TO VAULT. CONDUCTORS BY SONITROL PACIFIC UNDER SEPARATE CONTRACT. [A5J 1 2-#12,1-#12G ROUTE FROM PEPS ELECT RM.IN E)ST SPARE CONDUITS TO VAULT. NETWORK I TELEPHONE COMMUNICATION SYSTEM CONDUCTORS [C1) 1 BY OTHERS ROUTE FROM PEPS ELECT RM.fN E)ST SPARE CONDUITS TO VAULT. CONDUCTORS BY OWNERS CAMERA CONTRACTOR UNDER A SEPARATE CONTRACT. [C2] 1 CAT 5E(MOHAWK ROUTE FROM PEPS ELECT RM.IN E)6T SPARE 4-PAIR UTP CONDUITS TO VAULT.PROVIDE SURGE INDOOR/OUTDOOR PROTECTION IN PEPS BLDG(PORTA SYSTEMS P/N M58762 OR P/N 1504PX26GT OR APPROVED EQUAL) APPROVED EQUAL) [C3] 3/4 CAT 6 DEDICATED ANALOG PHONE LINE - SPARE CONDUITS (Si] 1 N/A [S2] (2)1" N/A Gate Schedule New or Activation Activation Fob/Card Proximity Limit Telephone Gate Name Opening Operation Existing Type To Open Type To Close Reader Sensor Loop Sensor Switch RF Antenna Enclosure Knox Box Fob/Card Reader, Sensor Loop, 2 Total(1 High,1 1 @ 2'AFG 2 Total(1 High,1 North Entry 30 ft Cantilever Slide New Telephone Call Proximity Sensors, Low on Pedestal) 1 -Plant Side 1 5'AFG Per Manufacturer None Low on Pedestal) Yes Timer Sensor Loop, 1 -Plant Side 1 @ 2'AFG North Exit 26 ft Cantilever Slide New Sensor Loop Proximity Sensors, None 1 -Street Side 1 @ 5'AFG Per Manufacturer None None No Timer North Pedestrian 5 ft Swing New Manual Manual N/A N/A N/A N/A N/A N/A No ,At P�� RQ*F Sf�o 61461P . Re-Use Existing Sensor Loop, RF Sensor Loop, 1 -Plant Side 1 @ 2'AFG 41- ''01440061 South Exit 36 ft Cantilever Slide South Exit Gate Antenna Proximity Sensors None 1-Street Side 1 @ 5'AFG Per Manufacturer Yes None No 1,II H 21 • c _ .- ( EXP. 12-31-03 A' South Pedestrian 4 ft Swing New Manual Manual N/A N/A N/A N/A N/A N/A No ,01 PRW, � „GI Ne6.*Wa oI ��6. O PROD NAME: SHT TITLE. SHEET. 3 OF'.24 DWOP .. . aw:SRR °R� - GENERAL p GATE: i�,- v MN:JAB DWG* G-3 `j yy�� - Y Plot 5113/09 T , Liji _ THIS BAR IS ONE INCH Dean YYd11Gi ces C ■2MHILL °"� G-3 C a CHIC DJP CAD FLE*dnO1g003 383498.dgn WHEN DRAWING IS FULL Our commitment i6 clear SCHEDULES PLC a' SCALE. 0 DATE CAD SW _DESCRIPTION I APP LEC SCALE:NONE HY�born EXP. 12-31-<B LL REV* DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Oregon 971239379 PRw#6112 EN°R STAMP. LUMINAIRE SCHEDULE: DURHAM PHASE 5A1 LUMINAIRE SCHEDULE NOTES GENERAL NOTES: SERIES LAMP(S) BALLAST(S) INPUT TYPE DESCRIPTION I MANUFACTURER DESIGNATION ------ -- - _--- -- (WATTS) MOUNTING FINISH REMARKS 1 NOTES G1 PROVIDE ALL LAMPS AS INDICATED FOR EACH LUMINAIRE.FLUORESCENT 1 NO TYPE I N0. TYPE VOLTAGE LAMPS SHALL BE 4100K CORRELATED COLOR TEMPERATURE(CCT)AND A I MINIMUM OF 80 COLOR RENDERING INDEX(CRI). Al AREA LUMINAIRE WI 4 INCH SQUARE POLE ARM, LITHONIA KSF1 1 100 MH I 1 PULSE START MH MULTI-TAP I 140 20 FOOT POLE STD DARK NOTES 1,2.3 HEAVY GAGE ALUMINUM HOUSING/CONTINUOUSLY 120-277 I WI CONCRETE BRONZE KEYED NOTES: WELDED SEAMS,ANODIZED ROTATABLE SEGMENTED BASE POLYESTER 1 PROVIDE TWIST LOCK RECEPTACLE AND PHOTO CELL FOR CONTROL. REFLECTOR, TYPE 2 DISTRIBUTION,FULL CUTOFF, POWDER ANODIZED EXTRUDED ALUMINUM DOOR FRAME WITH 2. PROVIDE HAND HOLE WITH GASKETED COVER IN POLE AT 24 INCHES ABOVE CLOSED CELL SILICONE GASKET,0.125 INCH IMPACT GRADE. RESISTANT TEMPERED GLASS LENS, STAINLESS STEEL HARDWARE.PROVIDE WITH 20 FOOT SQUARE I 3. PROVIDE CONCRETE POLE BASE PER DETAIL 2650-207. STRAIGHTALUMINUM POLE„GALVANIZED J-BOLT 4. MOUNT TO SIGN MONUMENT IN CAVITY TOWARD CAVITY FRONT AWAY FROM ANCHOR BOLTS. SIGN FACE.ENSURE ADEQUATE SPACE TO ACCESS FASTENER. A2 AREA LUMINAIRE W/4 INCH SQUARE POLE ARM, LITHOMA KSF1 1 100 MH 1 PULSE START MH MULTI-TAP 140 20 FOOT POLE STD DARK NOTES 1,2.3 5 PROVIDE RIGHT ANGLE BOTTOM FEED CONNECTOR.COORDINATE HEAVY GAGE ALUMINUM HOUSING/CONTINUOUSLY 120-277 W/CONCRETE BRONZE EMBEDDED BOX AND CONDUIT WITH CONCRETE PEDESTAL. WELDED SEAMS,ANODIZED ROTATABLE SEGMENTED BASE POLYESTER 6 RECESS LIMINAIRE INTO CHANNEL PROVIDED IN CONCRETE PEDESTAL. REFLECTOR, TYPE 3 DISTRIBUTION.FULL CUTOFF, POWDER ANODIZED EXTRUDED ALUMINUM DOOR FRAME WITH CLOSED CELL SILICONE GASKET,0.125 INCH IMPACT RESISTANT TEMPERED GLASS LENS, STAINLESS STEEL HARDWARE.PROVIDE WITH 12 FOOT SQUARE STRAIGHT ALUMINUM POLE.,GALVANIZED J-BOLT ANCHOR BOLTS. I B NOMINAL 8 FOOT LONG BY 3 INCHES WIDE BY 4 I KENALL ES3 2 F54T5H0 1 ELECTRONIC,0 MULTI-TAP ' 121 SURFACE WHITE TGIC NOTE 4 INCHES DEEP WET LOCATION USTED VANDALPROOF I (ENVIROSEAL) (1 PER DEGREE START 120-277 POLYESTER LINEAR FLUORESCENT LUMINAIRE;0.125 INCH THICK WI CROSS POWDER STABILIZED POLYCARBONATE LENS WITH SMOOTH SECTION, COAT W/5- EXTERIOR AND PRISMATIC INTERIOR;CO-EXTRUDED 2 TOTAL) STAGE PRE- TPE GASKET TO SEAL FRAME TO HOUSING;ONE-PIECE TREATMENT. 20-GAUGE CRS HOUSING WITH WELDED ENDS; TAMPER RESISTANT FASTENERS. D RECESSED UNEAR LED STRIP UGHT,DAMP LOCATION . ELECTRIX L100W LED 3500K 8 WATTS RECESSED NOTES 5,6 LISTED,90 DEGREE OPTICS,IP68 RIGHT ANGLE ILLUMINATION WHITE PER FOOT HORIZONTAL BOTTOM FEED CONNECTOR,ANNODIZED EXTRUDED ALUMINUM HOUSING.33 INCH LENGTH. I I I I I - �` cliko■PAOFF 4, 4' Sia.PE r 0 C DRri:MLW ORIG PROJ NAME SHEET T'.TIF GENERAL SHEET: 4 OF:24 DWGh - DATE: 7�I2r z�. �4�° MN'ACB DWG S: 0-4 WTE: 5/13/09 BFAr c,0". THIS BAR IS ONE INCH , C1eanWatel Servjces CH2M H ILL G-4 DIE;MSM cnD FILES:dn01g004_383498.dgn WHEN DRAWING IS FULL Our commitment i.clear LUMINAIRE SCHEDULE PLC t. SCALE. 0 DATE CAD SW DESCRIPTION I EXP. 12-31-09 I APPD:LEC SCALE:AS NOTED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 �M9 6112 REVk DATE DRN APPD cWS ENGR STAMP .' - -•- SURGE BASIN .. - .• „/ . •:3 NO.2 • . -. -..°-•-"---._,,,- ze ___.... . . , ‘„ „..........„ i ...„..„,.._ f _),,„/ . . 100 200 300 ' I , ......._ . _.../ . , 7-7- m., ... .....■ • 41 ' . . • 1. (N. Sods In Feel ! II I 1 \'------------ \..,.., I SURGE BASIN \ \ O. • I . ., .', / • ‘,. I JERSEY BARRIER, I FLIER . 1 • \ ''',..•,` ,., \ \\N\ SEE Ali 1 BACKMAN I .. ;,, t..• --.. ' k BASN \ ',, '`,.., \\ ,....,.... 5 \ 1 .-. ) * V D ,..„. CONCURRENT PROJECT . • . ilf o'''',, . • er ,,,,,,, STOCKPILE AREA, LOCATION AND STAGING ' SEE NOTE 2 filli. kilelka.,... ** s'• AREA ----) • ,I i ' r r ri iiie, ‘I r 1 111 r 1 r 41111PA6.-- ' • .- ',. , i /-------N\ it i i 1 I .-•-•-•-•---) !Z (ii 4----'------, • .7-1----'---- ...• ...) , --,,„ ‘ , i , , ,..../ 1 CONCUFtRENT ROAD / re - I ' „. .1.4.• . \ \ \\\\\ , DEMOLMON AND I 11.1 I -• .„..•- ----„,„„.„ . . • <ii clilicdo LANDSCAPING BY ii I'LL / SECONDARY •1_____• SECONDARY . '''''•••/ .'- iihk... ,lir iir ,„... \‘,.,,, \ ' N'•-•...--1 '..)91- Ll. OWNER i I CLARIFIER t CLARIFIER \ ,< I . • / 'z J . , , ., \, \ • • co i 1 AribL . 1 1 • ot I . ace noon I o i \ ,/ .st`, K DIGESTER • `,, \I I • • I SECONDARY '•1 Ill• COMPLEX CLARIFIER • LII a 1 1 I • --AEFLATI NO.2 • A.,• NO.1 \ II ., • I IN I IN g 4i,„„ 0 i -.0., .. .-- N____ • ., , , NO.4 • NO.3 0 " •, a I , \ ( ( • \ \ . i tilitil*: .44r, SECONDARY o . .. l'it.. -I. • -4 ' 4 , 1 i I . \ \ 1 • ' .... \ 7. N `. NO.1 • SOLIDS • ' '' , . /1/ • % r-'1'1 Iv,, •, 1 _ _'___.-,_'-'!*--- Nib BUILDNG 4,4111-1i • • .4 6111* 4' V, •...,,,,/ I.-..... ow .,) 441 ' , , , --N ,, k\:-_____------•-,,,,,,....,*.., i = i 1104:11' ., n -. ■:\: \ \ / f li (7 . plA 4 • . . 9 I• 1 CHEM CAL jr,.., , „ , BUILDING I _ilio, ...,41, CLARIFIER • '",. ' ..4.111.. / it.... .... IV N11.1 c'.'Cl' • '...s*N '... ..\\-:r..:\ 'k 1. _ • NO.2 ... / i - a . I ce i TPS B ,'''. ZiO 1%. I I Iv ---"%lwilr Ref3s_A i ir ct R 1 STAGING AREA, . % SEE NOTE 1 "-• I i I °ea: ' 1! •ette,1:-,, ,k.‘ ' L-",..4741111-1'\,_) mn , • 1 ) ''' ,■ .... --,,,,,....,,,,,,,,. ..„.„.„....„.. Olt!. ' • C I PRIMARY •,• e cparRyinER it,----'' / mtil..IcLARIFIERPRIMARYTItitr. .A44' A, 40 ll. • r . i .... ,, 1 ii . krioR . • ..,_WORK LIMITS--...4 , Z,R.../.4,.. , . _.....Aro. 1 BUILDING i . • ' t, INNAI.1 ii". --. ---, . -,.. 46141. ••••it ...„. .. .•-i .-/ I , 4 L • ft. 1 .0' It 1• \ , I • • • 9 , i=ma \ ialLa . t, 1111 Phi ' P '--:.,,.„. • -.....----............4.....- _,.. • - - _ _ •- --11 ...,,......,„.. , .) -•-f-•-- -,-. . ...... L__,3E,,....,..r_,=.=.z.,=, ,,,i,,._.. _. ..._;....,_____„,,7_,Itomio. - ..---.... . _ ___ ATIMitillii__ BM 178 •••••••••••• sm. • ..„...,, ---,,,, ,,,.____., 1..egg* . s.• I t s.w.ssril . r! ----71•1111.1-1-11114im 0: ------ .... - - ------.. _ ...........________ s't 1 r------ -- --nr---....._._„„...., , 1 .,- a it. ;4111111:„i . 7.t.1 a ...,,r.s........7.......■■ • , '1-- ....... ........... ,____ • 1 - -I- - - WORK umns ..% e ---.---•-"'------ 1 '-'----.-_____. 4 CP 101 I 1 1 • * i -1".! / 1 ' 1 f 1 ii r• 1 -----'' , ,,___, , . . , I • • • , , . , . i - 1 . . • •,./ Alt I i *-1,i ■ . . ODOR - 7 ' 1 / .s. '. 1 . i'' \ BIORLTER ' i -1-it, • . 1 , 1 r , NOTES: u •: • \ / • , t• 3. ACCESS ROUTES TO THE TPS BUILDING AND CHEMICAL FACILITY'MUST BE - 1. COORDINATE STAGING AREA LOCATIONS wrili OWNER. PROVIDED DURING CONSTRUCTION. COORDINATE WITH OWNER FORANY I A ' TEMPORARY SHUT-DOWNS OF ACCESS ROADS. 2. STOCKPILE DEMOLISHED ASPHALT,CONCRETE AND BASE COURSE IN THIS AREA. OWNER HAS EXISTING STOCKPILES IN THIS AREA COORDINATE LOCATION OF 4. MAINTAIN PLANT ACCESS FOR SLUDGE TRUCKS.CHEMICAL TRUCKS,OTHER I . ADDITIONAL STOCKPILES AND SCHEDULE WITH OWNER. DELIVERY VEHICLES,TPS,AND PLANT STAFF AT ALL TIMES. SURVEY CONTROL: DIGESTER INFLUENT ---, e co -:•,.'„••••--- PROJECT COORDINATES STATE PANE COORDINATES COMPLEX NO.2 PUMP - . S'l 11 STATION --- co POINT NORTHING BASTING ELEVATION DESCRIPTION NORTHING EASTING a' - .-- . 4Z PROf% .. BM 178 4999/8 10000.10 179.22 BRASS CAP 641641.65 7620562.31 1 el CP 100 4985.14 10649.96 N/A ALUMINUM CAP ,c. 'CI; CP 101 2356.86 9926.73 N/A ALUMINUM CAP BM 3378.96 10042.05 156.24 BRASS DISK 640021.25 7620604.08 ....-:;70 le,1•4 7 _ . 13 PROJ NAME SHEET TITLE SHEET. 5 Cf 24 DWG I ! a. - - SRR OR* DATE MIIII CIVIL AL '''',D I •:. Illreh.erp 7.•_,40, DEN.JAB OWD f. C-1 PLOT #411/09 E C.OW ith THIS BAR IS ONE INCH aeanWatel4"-Services CH2MHILL. -" 'PLCZL.6112- C-1 WHEN DRAWING IS FULL OVERALL SITE PLAN < CIEC DJ: CAD FLE*dnO5c100 383498.dgn Our commitment it clear _ SCALE. 0 DATE CAD SW DESCRIPTION 1 EXP. 12-31-C8 I LJ ..J WPM LEC SCALE AS NOTED 2550 SW Midi=Hwy. Hillsboro,Oregon 97123-9379 LT. REV# DATE DAN APED OESCRIPTENV MGR STAMP- •.. • - j• ��= { END OF FEP DEMO. 1Ai:: :D • "" `I ' ` SHAFFER LANE DEMO E 1039460�� `� 4F/RC `� a jowNERPRIoR1O ,--./ 1, ■ IF Scale In Fink , CO •• w !'1 1 G'n7 - Ail r r ENC y a� __ r, ` MOW STRIP .`r ■_,J*� 1.`DEMOAND.-a iaUTEEXSTI--icf INE,ANF?' ■ ++ - +. - J 1 .o•4 4r/1••• it .. '. �t."*Il:•,� I-•_. e, w. . \ 1,.1111<' - i•. .._._...�..» .__... .__., r^ .� ■...- . i •ar.a�� l��!/I �^' . • VALVES AS NECESSARY FOR CONSTRUCTION. 1 ►•.11111• ie�/a �� •�, °i y a.•, I ►,....•1.1�' •� ....-1�/-1�1-1-1�1�1��e.t•A../..-...► i ♦ v'� r�_ {:: • ..•111 /. r----.).._ •>/////.////////...V- _ 1 C J 2 PROVIDE TEMPORARY CONSTRUCTION FENCING / •11111< DEMO IXST 11111.•••/••••♦/•Ii1%�. I • � AROUNQJLLL TREES TO BE PROTECTED.,- J1 �. 11 ►v.••1.14.1/•/t a t, TYP •••/•1•/•/•/•1•/•1•/•1.1.41,∎IA1�•�•�•04.4$ 1 •EMO EXST ISLAND. I / ,1 iI r 4 I ►��.❖.❖•< �� - '•111/1/1111111111111 _ ._CURBS,PLANTS, f v `: 111111♦ •* ' ,�I11111/1111111111.11/ 1 ...�r _�? , I r " 1 +..;>II♦1••1�•�• i `� p-, • . 1.1.1.111. .111/11///...........///.1. -.1RRIGAT1ON,SEE NOTE 1 f 1� / • 1 �1//1•* 1 f ••, i• •111111111111111111/1. J \ REMOVE EXST TREES; . f• 1111♦ i• ♦ •S 111111111 tr f • ` /1.111` • !11111111 i ♦\ ��` TYPOF 15 ►'•1111♦ r �. 11111111••••••••••••••••••••••••••••%•••••11 I <! l.••••••, ,._ • /��;>11111111�/1111/1/111111111111/1♦•111111/. •I *. /••1111♦ ♦111111111111111101111• +• / •//••/f DEMO EXST y ♦♦/11/111♦111♦♦/NP••:• J 1. \. ,„viik,)1■,, 1111 Ii ilti, �/M� / !" ►'11111 ♦111.11/111//111•if { f•" • f �! 1 1'11111/: +. ��111�/11111 11 1111111111/111�111�, I a4 f 1 • / '1•>•••/•1•••1�• LIGHT POLE �• :1111/�1�/11111/11// 681/11 I•2r 1 •••4441•*• BASE /1.1••1 .1.1•• `► ��1=�� - <111111 •, , • ►111111111:::::::::::::::►111< PROTECT EXST TREE I J � � / /.1///•r �• �• •:•11111.1// .w 1111- a. s ��+/ DEMO EXST CONC � I.1.1•1.1•<� `x•1•••1.1•/•❖•1••fr i v v�1.1.1•/tv�••a• � 1♦;• 11 PROTECT EXST '111111111!• 11111111111 ) i'U; -� I SIDEWALK ' 1111: • ,•*V,*-••11•♦ •11••11/•• <' ■ '`► �' C' ♦1111. WATER VALVES. 11111111'••111111111111 � Z� ; CHEMICAL ��, t v I 1.•4•.Ij..' :>♦IIIIIIIIIIIIIf,�11 .//111.1111/.1111111•<: t,` �� 1!//111. DEMO EXST '11111111 / x1111111.11 � � °O BUILDING � 1/ *•11111 ? 11.11•*11111/1.1111/^III ^' REMOVE EXST SIGNS, ►.•11111. CONCPAD 1/1111/•��11 :1//111 1111! �� < �// •1111/' •111111/ ♦♦ •111.//////' 4 SALVAGE TO OWNER .•x11111* •, 11111111.1 )1111111111/'i►1� � f 1 •c;D1•D.•Oi: •• .•/•/1•/•0/•::;•11 •••1.11•••• ••• :I { z I� se `�►+a;,I �i•>•iiiii°, >•iiiiiii>•ii >•iiiiiiiiii. ' ° I} PROTECT EXST t r I `. ST ! �• ►t;1••�1•j jet, X111111111.1/•�•�I.11x•1111/•11.111••••111<..: U i 11111, EVAULT , 1 .111.•••••••••.<� //1/♦IIIf. a� ,� DEMO CBAND ♦•.••: . 11••11.1,1.11110.•1111111111 1 w•/4. ••• 4 VALV • t ,•�1/ // • • �t•1•1•1•••••1•1•••••/:>••••••••••••/•/•••j•<• .. Q � • I -- 1 A> •. "• �,!/•1//f° �• 11111.1*1111.11111111111• ■ .. �►' ♦>♦/•♦• • �• •� >•1••11111.1<>*►111<>i►•�•11/1.111/IA♦IIIt: . T`- /�•, f <•/1 / /.. , •1.1••••14••• •• • •••4r•,x.• iltd•�!�•,--,;■�•C-¢1�/fit 1=14". at ►.••11•/x. •♦ 1 ♦ O -- ,}+ t,} y..# �.1/.♦.♦.♦♦Ot• DEMO EXST•. 4••1•1•1•••1•••••••1' w•♦V4.w!i',SSA:- - a,',�No w�7�� s }R �'5 011)p /_y/1•1❖1•••1••1•••IJ• •<�/•/•❖•1.1x,• PEDESTRIAN �••/•111.1•••1.1.11.1.1 �•/•1.•.1.1 a fir--- a _ Y Z n �� , ' • �' ••••/•11•••<.. - •111.1•• , ..L,•••••••••••••••••• .01•• J -.� ►111111111.111•:• ♦1111./1r•- •r1>11//•11.1111111' N4275.23 .- ` _ .. -- 3b«4Z - I. 4.1••••••••••••/a• ♦•••••••11 -'a•/••11•••1/•11111• w 7 Z VALkX si 1±h \ ��/•••1•❖•/•••1.1.1.1.1.1.1•••/•/11•1•••1•••1•••1.1.1•••1x•v I'1�••/•1•<��•1•••1••�n w1•1•/•Dw• E 10243.31 1 •`•.�� a p , +,'• •11111.4.1•••1•••1.111.1.1.1.111111•♦ 111• •�1•t4 ��ir." I y \ t�►� •x••••••••1•••••••••••••••••••/1••••••>••••_.'J- �♦ WORK LIMITS r4±�,. ♦ ♦.AAA/ J c� (! . •`� „�.1'+�1 N 4584.49 \ \ ••+••4•••.^1•/•1.•••••••1••••••••••1••••••.....•••1•/•/•••f•••f•••pe.,• // / • •4t W J O / 1 b�aL �� • / / SAWCUTAT • ��e-' E 10221.80 _ �xw�1••❖•••1.1•••1.1.1•••••.1.1•••.1•♦•' / LIMITS OF ♦♦♦.alb ,1��+. -1--,:,_„_. .._ 1 -,.••11•••11••�•/••1/•1.1••111/•11•��.• •/ N 4342.13 DEMO • � �- .. 411111 \ - 41111.11/•/11/x• ^, E10209A4 x ♦ ! '!1•• 1.1 .11 / N" O `N -. �AIMCULAT:' t ♦ �•/1/1/�/•///1/x/1/•1 / r O EXST !>11111111• J 11111111• /P SIGN <>�•�O•�•�•�•�■fr.,••• / fli, t� •1 ti :! •;tF{s emDM . �ts.�111111/< } �. /CONC O EXST a 1 11111 +r �}j �(//�� Ai'1C ^ \ I `11111 / ! e 4!' �1 °fiy tro ( PVMT,TYP '::•/•1•••1•I•�r / / t a! J a ► 111111, • /*)11.11 PEPS / !`� L t-_ •,111.1••11•*:: i .. B LDG !' STAGING AREA 1 a Z a DEMO IXST t:•�1. 1�1�11♦: 4"� t �- r _ ` SIDEWALK,TYP 0>/, •• 1 /• ^ � �^� - PRI (N • _ "` yr! Z • ' 1 f:.•111=1•t '• t. ' •` �v� •�1.1.1.11.1. ^ J CLARIFIER ♦♦ s ''• l •EMO EXST, " Y••••••••.>/•/1/ O ^ /' ``� ¢ NO. ti � iy 1 : CONC CURB i�:.1•/•1.1•••If t x ♦i >�.44••1•••4■4 ; , • � _ t !!� : AND GUTTER,TYR y i<SS.* 1• \ d -•;C-- t ��n�. Ii , $ f••••••••f' 'c. '� PROTECT EXST JJ 4� 1 •_ t ® '�'�•1.1.1•1.1•* J TREE,TYP OF 6,; Ir _ �� ' ��:' _.v F� i.�r�.SNP, 1. ., EE NOTE 2 • _ v ��' ��.: `. OTECT _,� I b !•'I•••••❖••• ? \ -e`'\ .,`�� • r EXST MN 1 •'rS.SS.��•' rA'f 4 RR r•'111111t / ,` ►µms, / 1 t, tI•••1.11••1./•1. `• / / i` ��j d'terl! I ' ) 1•:.•••••At' \ PROTECT EXST • , 1 !,_ J �l t�� REMOVE AND ♦"••••••r i« • . I_,� , •.•• •••.•• 1 AND VALVES,TYP /J, I yf .., - RELOCATE 1.•11111♦ \ '.., . ��* i♦ 1.111! ., ,.._ +'� 1..- _ t EXST STOP SIGN I ♦�.'♦••/ /f: 1 DEMO IXST •\ F {.t ~�..A 1111 •,�f ♦/111.11• .� CONCSIDEWALK i•:rr.r��1 `_�,,�� `. ♦ •1111•<♦ `""-♦'�•/111/ >♦s y -----. N4571.88 / • ••••/•/•''� \ DEMO EXISTING SIGN , IfX i i ,�, ` 1 + y'"I�j�. / • ••••• 11•* �^ al.,9 d4 o_.-. - E 10006.90 _ � ♦CI 1111.1111��♦ \ '-�`�`*` x m �i � Ir‘i). � 4 .••••••••• J• PROTECT EXST CJ x f ea. H: .3 �.,. ° °" :: r��11•Fr1111111f 1• CATC v " Q X ��A♦��•.11111.11111+°,/• r - H BASIN ._,,�_ •+ ~ ..• X•vER1Itr1' ` .. :.x,❖:1:1:❖:1... :1:•.I.J.`'1`1.4 :�` ++�� - K,•.._..L�� -¢•,_.. �n ., �` m -cu :U"- + . .._ •, N 4443.89 +o-•in .o ai: r N 4563.85 N 4451.92 E 10003.05 L-1 i �- r 'E 10002.50 SAWCUTAT - - ✓�`• 5TH AVE. �� " LIMITS OF DEMO E 9999.02 S.W.f M x; i 1 I ^",• PROTECT EXST CATCH I ``' ` BASIN ¢ y j ! �,. !/�-- ,_Atom + � s w-• '°�-m ur-v "-+ - x • ; �" P �__- I - ' 1 yap ,1: cz G �?< , i 1 ;;m I > -lX s ti, � E ( ?�, , 0 PROFF sr v QQFF 1c� oRN.SRR ��' PRQI NAME. SHEET TITLE: SHEET. 6 OF:24 mYOR J /' pc aR[O. ssz O� DWO ,■.. /� `I yyy�� (�� CIVIL ( ��BFR 2• v osN:JAB owor: C-2 aeari Vale Jervices CH2 PLOT 5/13/09 C-2 •C.WKpuy' MHILL DATE. wi THIS BAR IS ONE INCH DEMOLITION PLAN . EXP. 12-31-09 c>r:DJP CAD FILE w dd05c101_363498.dgn WHEN DRAWING IS FULL Oar commitment le elm NORTH AREA u1 SCALE. 0 DATE CAD SW DESCRIPTION NORTH 6112 eNOR STAMP. APP4.LEC sue:AS NOTED REVS DATE p . ARRO oESCRivnoN 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123.9379 u • / ./ ." " ZO OO REMOVE EXST GATE ' - • CONTROLLER CD \f /'. 0 20 40 60I' GENERAL NOTES: ■ no ■ l Scale In Feet �\�` - o f t. PRIOR TO PERFORMANCE OF WORK.COORDINATE WITH THE OWNER FOR REMOVAL OF ALL "`• / / EXISTING SONITROL CONTROL DEVICES AND WIRING AT THEIR CONTROL ENCLOSURES. / --�- `..., (Li 7:. WORK UNDER THIS CONTRACT RELATING TO GATE CONTROL AND POWER CAN BEGIN ONCE / �� SONITROL INDICATES ALL DEVICES ARE REMOVED AND WIRING IS DISCONNECTED. / • •• DEMO EXST FENCE AND • • SLIDING GATES 2. CONDUIT ABANDONMENT:WHERE CONDUITS ARE ABANDONED,PROVIDE A PULL STRING WHEN / • f• �4AUTOMATIC / • •• , .. REMOVING EXISTING CONDUCTORS,CUT THE CONDUITS A MINIMUM OF 1 FOOT BELOW GRADE, PRIMARY // • •1f` ' yJ j IN AN ACCESSIBLE PLANTING AREA IF POSSIBLE,AND CAP. LABEL THE CONDUITS AT THEIR CLARIFIER / f f• �` /\. SOURCE AS ABANDONED AND INDICATE ABANDONED LOCATION. NO.1 / . ••f� • REMOVE EXST GATEO2 O / • % CONTROLLER / • O DEMO EXST f/ • GATE CONTROL m, x � / ` / PEDESTAL �.••• % . /f. / /\ . / 1"71.1••• ■ EMT SONITROL I / / \� / ° t I,s� •• CONTROL ' t / • / •••"•• ENCLOSURES., I / I // 1/ I • r / / \ / • EXST MAIN EXST MCC-13001 yt f f / / • / DEMO EXST ISLAND TELEPHONE / j° "� " \\\\..„..........„........_ . ______ - ""................7'.-//:•// ROOM A115 f J/ /,, / EXST SONITROL CONTROL BOARD TERMINATION ELECTRICAL/TELECOM \ / Ail 400, EXST ADMIN BLDG / • / ENCLOSURE IN CEILING OF ROOM. /• SIDEWALK RAMP // • ii ADMIN BUILDING ODISCONNECT GATE / / / ��-GATE CONTROL ER O (TO BE CONTROLLER L-, / s CLEARING ` /\` (TO BE RELOCATED) ,r, • AREA . Jf / ,, REMOVE EXST AUTOMATIC y`I f / `� 0 / \ SLIDING GATE AND REINSTALL / fib •♦ • A • S SHOWN ON DWG C5 \ ••`,►c /.`4 • i,')i••• / / ` �' ELECTRICAL KEYED NOTES:• / DEMO�.- .1i,""- DEMO EXST 10"SD / i's"-....,,, / EXST INLET / " -""'^� • O REMOVE THE EXISTING SIGN FLOOD LIGHT AND SALVAGE TO THE OWNER- REMOVE CIRCUITING • // .,.` % //''N''`.._,, BACK TO NEXT POINT IN THE CIRCUIT. MAINTAIN CONTINUITY TO ALL REMAINING CIRCUIT ELEMENTS. I DEMO EXST CURB/ /� O DISCONNECT ALL CONTROL CONDUCTORS FROM THE GATE CONTROLLER AND REMOVE THEM. PROTECT EXST 1,1, AND GUTTER / /� , INLET AND LIGHT / -/ \ DISPOSE OF ANY REMAINING CONTROL DEVICES THAT ARE NOT INDICATED ON THE DRAWINGS l /: �, _ / 11 j \ TO BE REUSED. _. .` / J _ _ _'�y / 4� - f _` `/` O3 MAIN ENTRY GATE CONTROLLER DEMOLITION:DISCONNECT THE 480 VOLT FEEDER AND REMOVE I f "1:-�� - / '- -- --- THE CONDUCTORS BACK TO MCC-13001,SECTION 3,THIRD UNIT FROM THE TOP,FEEDER CIRCUIT \ / - - BREAKER LABELED EGO-13001. REMOVE THE GATE CONTROLLER DISPOSE. RE-LABEL THE MCC \ / • •�•4 J �• REMOVE PAVEMENT t / BUCKET TO READ'SPARE". \\ /• '.�+. 4 ' / AS REQUIRED FOR ,.yr1 `APPROXIMATE LOCATION OF EXST FM 0 I { \ 1 • • ► . 1 (/ TRENCHING LINES WITH APPROXIMATE 3'COVER, f� I I / • ! /I / LOCATE AND PROTECT DURING �, ` V '`i/ 1 4O MAIN EXIT GATE CONTROLLER DEMOLITION:DISCONNECT THE 480 VOLT FEEDER AND REMOVE THE / • �, �° , / PROTECT EXST VALVES CONSTRUCTION 1. ''"�'"��'�3'� CONDUCTORS BACK TO MCC-13001,SECTION 3 FOURTH UNIT FROM THE TOP,FEEDER CIRCUIT --� • - :•:_.._ I __ ,: _ /�f�AND LIGHT- -� YYll11iLIMRS MCC BUCKET TO READ"SPARE' REMOVE THE GATE CONTROLLER AND DISPOSE. RE-LABEL THE / ; ,.f '. ' ! - J BREAKER LABELED EGO-13002. / • �. 4 MAIN ENTRY PEDESTAL DEMOLITION:REMOVE THE 2 EXISTING TELEPHONES AND THEIR WEATHERPROOF ��1\ ,a / , O ENCLOSURESEPROTECTTHEMDURINGDEMOLITIONPHASEANDREINSTALLTHEMATTHENEWNORTH f - 5% / *S i a EMO AND REMOVE ENTRY GATE PEDESTAL PER THE CONSTRUCTION PLANS. DEMOLISH THE EXISTING FIRE ALARM O / PANEL THAT IS EMBEDDED IN THE PEDESTAL-IT IS ALREADY DISCONNECTED AND NOT IN SERVICE./ ' "t ".--' 0 '/° EXST SIGN 42'FM/ -A, /� 1/ , , REMOVE THE SOLAR LIGHT AND SALVAGE TO THE OWNER. DISCONNECT AND REMOVE ALL CONTROL LAND TELEPHONE CONDUCTORS BACK TO THEIR SOURCE(SONITROL CONTROL ENCLOSURES AND �/ DEMO SIDEWALK .., .�. ��, k "- I�4 -- r REMOVE EXSTTREE/SHRUB "' ) MAIN TELEPHONE TERMINAL BOARD IN THE ADMIN BUILDING ELECTRICAUTELECOM ROOM). ONLY PROTECT CURB �..11, ' /r♦ a �t/// AS REQUIRED,TYP S 'L A. / �� .---... - _��,,_ �•��4 y ∎•, "'SALVAGE EXST FLAGPOLE, \, f �� O6 EXISTING GATE AND CONTROLLER TO BE RELOCATED:DE-ENERGIZE AND LOCK OFF THE 480 VOLT , _ CONTROLLER CIRCUIT FED FROM MCC-13001,SECTION 3,FIFTH UNIT FROM THE TOP,FEEDER L- -, ,� q, SALVAGE FLAGPOLE TO OWNER -n_ , 5 �� - "'�:�""- """ � + - CIRCUIT BREAKER LABELED EGO-13003. RE-LABEL THE CIRCUIT BREAKER UNIT AS"SOUTH EXIT —— •�s�! DEMO EXST CURB ,♦♦�`��.�f♦ _....W.J .- _ - ._ .. --- .-_-..-._--r..�..... ,-- -- DISCONNECT N•AND GUTTER AND - °• . - AND REMOVE ALL CONTROL WIRING AND PROTECT AND TORE THE CONTROLLER,RF ANTENNA "'""'"'= 7.'"--------7461"'. 1 PAVEMENT -, _ r '` I "-'-- ------ --- _. _- CONTROL,AND ALL OTHER CONTROL DEVICES FOR RE-INSTALLATION ONCE THE GATE IS RELOCATED. 1 REMOVE EXST 1 1 • \ t ---...\°�°_^' ""��,,,=-�-._ LIGHT O % -T "-' \ J 4 07 STORE AND PROTECT THE EXST TELEPHONE GATE CONTROLLER DURING CONSTRUCTION. REMOVE '— --L— __ ,.., — "�•\ 1 °_r � ""'° ° ° \ IT FROM THE RECEPTIONIST COUNTER. IT SHALL BE INSTALLED IN THE PEPS BUILDING DURING �\ _. 1 _ _ 1, �i� ` ` %T—" 1 CONSTRUCTION OF THE NEW NORTH ENTRY GATE. SEE E-2 AND E-3 FOR REINSTALLATION IN THE °_� \ t= PEPS ELECTRICAL ROOM. \'.� �< S.W. 85TH AVE. • - N /„n,; \C':� `�� PROF( 1 Gff4,....41 51a1PE q X X �d C .V� / EOOn ;;I i �e qT C p- ■C { i I EXP. 12-31-09 f a1 l I � g PROfFf I .1� , Q/ 1S' e ril O , ORIG 19102 SHEETT,TLE: SHEET: 7 OF 24 DWG#: 0r REGO O DRM.SRR DATE'. CIVIL -.. Ve DeER 2. \�, ta DSN JAB DWGk C-3 THIS BAR IS ONE INCH CleanWabeI Se V1Ce$ CH2MHILL DATE: 5113109 C-3c �\� u CHK:DJP CADFILEC dd05c102_383498.dgn WHEN DRAWING IS FULL Our commitment it dear DEMOLITION PLAN PLC%: I EXP. 12-31-09 z SCALE. 0 DATE CAD SW DESCRIPTION W APPD:LEC SCALE:AS NOTED DESCRIPTION SOUTH AREA PRO ENGR STAMP'. 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 cS 6112 LL REV% DATE DRN gPPO _ _ _ j i J_ I 7I K PVC 7 0 30 60 r COATED CHAIN f i _ a i * 0 z LINK CE ® j o ��1 # Scale In Feet jj .r �� s•�....„,. < -m' :,.. ! +o fit-j-; ° ' -----'N*) ,..., °'--1 ---_--- '- FENCE/MOWING f e , STRIP,TYP f M I' M t 4 y� I y * C ff ii".....-.-- at. eut oum i /ZJ 1 5 0 ` I 1 �•SAE , (NLORTH EXIT f ///// • ///// , _ NOTES; ` 0 GATE),SEE / -� GA ). 1. PLACE STRIPING AND ARROWS BY SCALING / Y`\ ° DWG A 1 f FROM THIS SHEET. ry % • 2 _INSTALL SIGN BASE PER ODOT STD DWG TM 687. / '�3 f f �' NEW AC PVMT ® II/.f p 111 PROTECT EXST `� I ti CHEMICAL COORDINATE TABLE •��1y�, �\ / SLIDING GATE VALVE VAULT I °t POINT DESCRIPTION NORTHING FASTING ^� f (NORTH ENTRY- I NO.* ` `,} • Q f Q GATE),SEE _4 SIDEWALK RAMP, ( c ' 1 START CONCRETE CURB,CONNECT TO EXST N 4571.88 E 10006.90 _- CURB CUT DWGA-1 TYPE4K I"' FOR SLIDING I 2 PI,R=40'CONCRETE CURB AND GUTTER N 4530.85 E 10007.16 ♦ / CURB CUT NEW BLACK PVC ATE 1 L 3 Pt,R=25'CONCRETE CURB AND GUTTER N 4530.75 E 10200.81 1.4 l FOR SLIDING COATED CHAIN 4 END CONCRETE CURB AND GUTTER,CONNECT TO EXST N 4583.48 E 10204.39 0 • ,I GATE LINK FENCE 5 END CONCRETE CURB AND GUTTER,CONNECT TO EXST N 4587.61 E 10230.01 CONNECT TO f 0 I 1 ® �, 13 C-: 6 PI,CONCRETE CURB AND GUTTER N 4586.93 E 10230.01 ,- . Q / 7 PI,R=10'CONCRETE CURB AND GUTTER N 4530.74 E 10224.99 ,- >` ..,, 4 e EXST PVMT • <� 8 PI,R=50 CONCRETE CURB AND GUTTER N 4530.88 E 10347.22 p J `� • • CURBED Mk NEW 5'WIDE �4'- 9 PI,R=30'CONCRETE CURB AND GUTTER N 4385.03 E 10347.14 4 I SIDEWALK RAMP, ISLAND CONC SIDEWALK / I I f? N TYpE 4 0 K�, ' i 10 END CONCRETE CURB AND GUTTER,CONNECT TO EXST N 4387.17 E 10388.91 s� ORTH jiCi:1: 11 END CONCRETE CURB AND GUTTER,CONNECT TO EXST N 4280.75 E 10337.99 e _� 1� PEDESTRIAN •• '� 12 PI,R=35',CONCRETE CURB AND GUTTER N 4339.78 E 10338.53 dry I ` . f NEW YIELD SIGNry� ©�� 13 PI,R=60',CONCRETE CURB AND GUTTER N 4327.74 E 10247.35 x Vl I GATE i� �CONNECTTO f R1-2 ON NEW POST K231 4`0 EXST WALL e . I 30"X30',SEE NOTE 2 " I ' / Q 14 END CONCRETE CURB AND GUTTER,CONNECT TO EXST N 4275.23 E 10247.31 e ./�` ` `SIDEWALK AT LIGHT: 1 0 I / Jl 15 CORNER OF SAWCUT ~ - ` !?�. POLE,SEE" TYP 1 �I f / e 0 y N 4275.23 E 10243.31 - e QT Z1� `e . ! I I_ 1 © e` !f g \ ■ 16 CORNER OF SAWCUT N 4342.13 E 10209.44 �� ``. L \ NEW AC PVMT T Yp I I I 7 arc. 9tl1illIH e e b 17 END CONCRETE CURB AND GUTTER,CONNECT TO EXST N 4345.53 E 1100226211..54 64 I�; D / SIDEWALK RAMP, • 'i' 1 T-0'h4'�I L' e U 18 PI,CONCRETE CURB AND GUTTER N 4338.28 E 10226.54 `e` 1.1 � I ■•. TYP IC: TYPE 4<213-22.7 PEPS I__ C°R r 19 PI,R=50'CONCRETE CURB AND GUTTER N 4488.87 E 10383.05 '.- L Z- NEW 5'WIDE ��I I i - ` N O ,' 20 PI,CONCRETE CURB AND GUTTER N 4488.28 E 10147.03 ` CO EWALK ® / ® I ��` ` 1 PRIMARY I j r i 21 PI,R=40'CONCRETE CURB AND GUTTER N 4482.79 E 10118.28 Op♦ I K NEW CURB AND �� CLARIFIER f 22 PI,R=40'CONCRETE CURB AND GUTTER N 4482.85 E 10003.74 GUTTER,TYP PROTECT �} NO.4 • •DEWALK AT LIGHT I TREES,TYP v `� 23 ENO CONCRETE CURB AND GUTTER,CONNECT TO EXST N 4443.69 E 10003.05 K. 1631 , aN POLE,SEE ,• / 24 CORNER OF SAWCUT N 4451.92 E 9999.02 ii / WORK LIMITS 25 CORNER OF SAWCUT N 4563.85 E 10002.50 i` / a @ 26 START CHAIN LINK FENCE,CONNECT TO EXST WALL N 43138.86 E 10188.80 •-+ '°- � I 111141 Q\, / ! I 27 PI,CHAIN LINK FENCE N 4420.73 E 10247.12 CONCRETE TO ASPHALT r L r /p" �� / SEE ODOT DETAILS 222867 6 CENTER OF WALLAT BACK OF CURB NN NN E 10247.14 TRANSITION 213-2`c�� 29 CENTER OF WALLAT BACK OF CURB N 4531.23 E 10247.17 i 9 I� ■I, ON DWG G11,TYP ``� /RELOCATED STOP SIGN \S RIPING NS APPROX CENTER / 30 PI,CHAIN LINK FENCE N 4568.73 E 10247.19 R1-1 ON NEW POST 30'x30',SEE NOTE 2 I ® OF SIGN \ 31 PI,CHAIN LINK FENCE N 4588.73 E 10261.91 \ N 4445.56 \ 32 PI,CHAIN LINK FENCE N 4532.29 E 10392.30 SIDEWALK RAMP, Q I I Q \` E 1002231 _-- �� "+_ �- 33 END OF CHAIN LINK FENCE,CONNECT TO EXST FENCE N 4373.56 E 10392.23 11' _ �� ® NEW ENTRY SIGN, 34 CENTER OF RAMPATCURB N 4471.04 E 10014.89 -.--. © SEE DWG A-2 01 35 CENTER OF RAMP AT CURB N 4544.18 E 10017.23 S° ( +GS ` / �� 5 0 X X 1 36 CENTER OF RAMP AT CURB N 4536.47 E 10193.83 a.,.,-.._, �`-... a- _,.,a�a CONNECT TO -- �A ` L7 - 4, �--SIDEWALK RAMP- 37 BEGINNING OF ROAD CENTERLINE N 4498.63 E 10038.70 I EXST SIDEWALK �� / TYPE 4 k ."� 38 PI,R=50',ROAD CENTERLINE N 4498.70 E 10322.21 �'`"' - 0 ��_ � �� - Ji 39 END OF ROAD CENTERLINE _- __ N 4396.67 E 10322.16 - - CONNECT TO 40 END OF NEW SIDEWALK,CONNECT TO EXST N 4571.59 E 10017.55 S.W.85TH AVE. © ® EXST SIDEWALK - 41 CENTER OF RAMP AT CURB N 4468.26 E 10194.92 NW - - - -----____4__.■ 42 PI,R=22.5'CENTERLINE OF SIDEWALK N 4458.43 E 10194.91 - . _ 41111110 Q 43 PI,R=25'CENTERLINE OF SIDEWALK N 4375.33 E 10240.33 ._.-. CONCRETE VALLEY. 44 CENTER OF RAMP AT CURB N 4340.90 E 10219.04 -- - CONCRETE APRON, -`-'a"GUTTER 16 "�` --- N 4530.38 E 10037.09 / 45 CONCRETE TO ASPHALT TRANSITION SEE CITY OF TIGARD • / 1 -- DWG.NO.162 �`�� 46 CONCRETE TO ASPHALT TRANSITION N 4483.78 E 10035.80 j ! ---�1t 47 BEGIN VALLEY GUTTER t N 4558.26 E 10006.18 b J ``-,t'. 48 EXST CB N 4474,15 E 10003.57 IS j ' - 49 END VALLEY GUTTER N 4455.41 E 10002.99 cb °�' i I+ ' '� �,D PROFFJ' m �S�`N!1 N6 + f/p I O_ U _-__ i oAE ____ SHEET SHEET. g oF:24 DWG r '141100 ' Darr:SRR GATE: yy� CIVIL � DSH JAB DWG r Co t= /� v�or W THIS BAR IS ONE INCH _-__ rVate CHZMHILL SITE LAYOUT y13�DS C-4 °'\d'` a+c DJP CAD FLE W.dnO5c101_383498.dgn WHEN DRAWING IS FULL Oar S IE oINi �� STRIPING PLAN PLC EXP. 12 31-OB Z SCALE. 0 DATE CAD DESCRIPTION NORTH AREA LEC SCALE AS NOTED AE,• DATE DNr DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 qpr F 6112 EN(3R STAMP- LT. ED ) ' / / /6 ig..-,..„ ''''''....'''--- ____-- 0 20 40 80 Scale In Feet ^ f / // f/J NOTES: } ._/-- .. / 1. FIELD LOCATE FENCE POSTS TO AVOID \ EXISTING VALVES. \ / � INSTALL SIGN BASE PER ODOT STD DWG TM 687. \ �� sY. - PRIMARY. ir CR )/ii,,,/,////" CONNECT TO / .} EXST PVMT / )I \ WORK LIM / / DEMOLISH ISLAND AND © a 7 .*"....,,,, , KNN"''"-...,.,.......s.........._.__.......___ / *7 / REPLACE WITH NEW t / AC PVMT cr r \\` / / A l / \ CUR8.II4LT / /' / \ / N 3571.46 ADMIN BUILDING ` --"s 34¢781 E 10922.70 _ - / � NEW AC PVMT / ` N 3634.59 N 3588.04 / I ` / `�" �E1012 / !� E 10102 56 /" / L / / la N 3638.35 / NEW CUR:-.1. / \ E 10098.97 �� y UTTER< 16-31 i SIP / N 3594.25 ~r' / / N. E 10085.19 , i� /�� j 4. / / ,�,� PI,R=295; i / r / I { / 6 3593.91 NEW PVMT AS CONNECT t j '' E 10078.08 REQUIRED FOR / / TRENCHING , // v / PI,R=26.5 ; N 3604.32 / - �'} • / !� E 1002239 / r / y / v� NEW CURB ` CONNECT TO / AND GUTTER c EXST FENCE �i216-31 _ pl, ---� / N 3588.27 PROTECT E)�ST�/ALSIES°--=�^'' r--3 ---- ni AND HYDRANT - 1' I N 366622 E 10023.10 ',,,s.,- y;r NEW GALV CHAIN SOUTH PEDESTRIAN GATE AT 1+ I- � _ �_ �•:: E 10003.36 [ LINK FENCE,SEE LOCATION OF EXST SIDEWALK. .: � r I �_ -x , x NOTE 1 SEE GATE SCHEDULE ON G-3. V.,3 I CONNECT ECTTO �� _ x X x� �X X �,- C, * __ f• EXST FENCE .� X X - X • I .__r__ . A�1♦ r N 3578.69 X s 1 E9979,06 .-`. r _1r_ .. ._-_-_,.—r—y s_.- -..,_., . _ .. ,r—...—...-01111-..--f- i' s-. �Y'.s ■11/0111011110rAlt — N 3283.55 R1-1 0"1130',SSE NOTE 2 RELOCATED 3V SLIDING 11--_ -`- - --- ____..T ___ - --E 9992.18 GATE,(SOUTH EXIT GATE) PI,R=19.5 N 3619.02 _ E 998a16 ��\ 1,,,, S.W.85TH AVE.j � X x _ o � x ( g i a Cg ..,,,IA I Not PROJ NAME: SHEET TITLE SHEET: 9 OF.24 DWG.. 410 OC p U ORIG CIVIL (I�.:D�ER 2.8" - g oRN:SRR DATE — a osN:JAB owe». C_g �+r� t= - c�---- Y SOT 5113/09 'AF C.alSay THIS BAR IS ONE INCH Qeart aber Services C. ■2M H I LL — c-5 ax:WP ME*dn05c102_383498. n WHEN DRAWING IS FULL �� Our oostraihreat is chic SITE LAYOUT PLO t. z _ SCALE. 0 DATE CAD SW DESCRIPTION SOUTH AREA EXP. 12-31-09 Wr APPD:LEC SCALE.AS NOTED REV. DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. t4tb6ete,Onpent Ppp�►6112 ENGR STAMP u_ - GRADING AND S 1 l r', 71.-11 LANDSCAPING �� f\Y m BY OTHERS \ CONNECT TO � � EXST CURB � Mill M Feet 7C 172.58 ? TC 171.79 !`, BC 169/9.1 ' ` BC 172.08 BC 171.29 GRADY4G LIMFTS MATCH EXST - �. •: ; TTfl TE : ` _.` . n.. _' MID PT - - - - - - -- _. L"�_- - -- �� 1 ADJUST ALL VALVES AND METE- zreXES.TO FINISH GRADE P EVATION. TC 172.74 TC 171.40 PC \\N\\ BC 172.24 171 BC 170.90 TC 170.50 r ///////:y 2. REGRADE PLANTING AREAS TO 6•BELOW FINISH GRADE ELEVATIONS _ BC 170.00 SHOWN.TOP SOILAND PLANTINGS SHALL BE BY OTHERS./ jr y /^. 4;)/ • 172 t ::::4117732.0533, I• 1 CROWN LINE � TC 171.24 _ (((t1 ! �� BC 170.74 I TC 1C9.7b 4 t I o 173.00 BC 19.25 I BC 169.25 v/` pC 171.41 4�` TC 4 I/ 172.35 I \ / E BC MID PT PT \\1111 I CHEMICAL j :� TC 172.19 TC 171.13 o I BUILDING I J PT I/ BC 171.69 r TC 172.49 .63 r0/ ` MID PT I ADJUST GRATE TO �?i i • \NIIIIII' ` tt BC 171.89 I TC 171.80 TC 170.32 ELEV 169.50 li y-J I BC 17130 :9:_[t! !±° ( ' ? 41, ( �� on, 171.60 . ._... .___ n�l`' MATCH EXST` 1 101' PC 173.00 CONNECT TO + \\-,....\\s,..,...„.„ i C 173.25 ^� BC 169.42 EXST CURB C) ,� Otis- HP BC 172-75 0 r' . ��7� 0 ,� TC173.25 `;� MATCH EXST r n.1 �//�j BC 172.75 171.74 , f I /`�,! �i v� // 169"72 TC 169.40 3�-I-� g .: ! ` i T Z !\ a ��' r• j BC 168.90 0/4110 ii,*AA �' 1 t+ f CONNECT TO - ;;,' CONNECT TO MATCH EXST GRADE / I �. ^�EXST CURB 14 �1ti 7 \�2 EXST CURB / `-` L.'s. '- TC 171.211 ' 172"25 / t/.% � T TC 170.501 AT PVMT CONNECTION,TYP %" \\\ ` BC 170.711 ' / BC 170.001 `. ~\�� Ti_ �'. MATCH EXST PC TC 171.93 J • 172.051 MATCH EXST Ad �- 1/41) _ / E TC 171.57 BC 171.43 70: \ 1- 0 ..` `� f BC 171.07 Ary / � CSC. rntiolr+c . \` t ~* 1110' 1BU LDING ` f V ` Oo 1 PT• '1tZ J L_ TC171.94 TC1 BLDG i /BC 171.44 r' 6 '�1. 1. r - i . C rI2. PRIMARY ) , :_otecz �~ (� ? `+1► //� 172.75 BC 172.15 0 ,/ CLARIFIER \\\\ f �,`.3 - �// HP � HP., N0.4 tint 1 f o TC 172"63 I 2(1-8" 11'-0• t1� � BC 172.13 I BC 172.41 f`.7 e _ llv .`` �/ / 0 i 7 \ / 11 ( PC - CROWN �' TC 172.00 I / LINE //f \ I fI- r �C 171.50 172.75 \ 172.08 I// TC 172"24 �� -^ r ',' MATCH EXST BC 172"25 BC 171.74 / 1"�- ! ` r `- �� MID PT MATCH EXST 1 `_ GRADE AT SIDEWALK I TC 172.45 GRADE AT SIDEWALK ;'� _," • ( CONNECTION { CONNECTION U� •-- a5 •- _ _ BC 171.95 T_ ° « -Oft,. „ �� 2 . MATCH ELEVATION OF ❑ X X - C e _ I �f CONNECTTO • / �� EXST a GRATE t X f .X --- --�•-cEXSTCURB ______-_-.-.::-.L._____:_-_-_ -+tfAi ZON• _ __ TC 172.543 _ I EL 171.82 CONNECTTO :- �- S.W.85TH AVE. --BC 172.041 --- _ MATCH EXST ADJUST EXST MH EXST CURB TC 1 CUR - -- ---__,__..______ ni j RIM TO ELEV 171.94 BC 171.781 �� w„ m �� MATCH ELEVATION OF - MATCH EXST "- " C``EXSTCBGRATE-t -- , -- EXST CB TOG EL 171.451 f 1 t b V ._ MATCH EXST GRADE 7 7 �_ I ■ ! AT PVMT CONNECTION ' j Cn ' D PRpFf ml I II _ A % ,c,1,1,4442# g ORN SRR own PROD wane. - /'L .r. RATE SHEET TITLE SHEET 10 24 OM/G r v osw JAB DWG C6 GleaIL Jervices CH2MHILL CIVIL PITT 5713/09 C-6 • � IF�Cgp+Kf'� ii THIS BAR IS ONE INCH PLOe, l� U M cr.C:DJP c40FLE :dnO5cg101_383498.dgr WHEN DRAWING SCALE. IS FULL Our oomsitwst Is clear SITE GRADING PLC It EXP. 12-31-C9 0 DATE CAD SW DESCRIPTION NORTH AREA 6112 w APP LEC SCLLE:AS NOTED REV �� t , CreSCnitmorr 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 av5 E•1GR STAMP. w z / 0 Li/. i'/20 40 60 : ; __scaIe In Feet ! ,, 4.\ a t 1 PRIMARY J CLARIFIER i ) JJ NO.1 Q i , IfJ a� C> ° '`` ii �,,7 (.' //-- 1 /1---- MATCH EXST GRADE \ j % 1 r!1 ` AT PVMT.CONNECTION I % /�'' ~� f�/ �\ / .---------'-' . ,,/' / CONNECT TO ?t; . /A ` EXST CURB f J \ TC 159.95 �/ "y :''7C 160.70 BC 159.45 Y ' ADMIN BUILDING \\ : BC 160.20 ( ' i t// 1`\ BC 160. I \ /\ CO i C ET / N o N. / • / // ,..../f //1 \ I '''''s\---.. ...... '\\1\ ',1*. OP' i , - ... /2_1 r „-, x \. , , • J (1/ . 6 /---t 0 i 4. r I"r MATCH EXST GRADE !t1 AT CONNECTIONS TO i �. cJ f EXST PVMT ■ — S7r i ��,� EXST r .E AT °` I ). tAll in TO EXST CURBS . .._. Ei r A j SG'v' S r' oNS 1'w' P' .�• �� \ I S `\-_�w_ y I p �� ` _, _ _; _ �� '..ter ' — ----.-- ' \ \ — `. '\ S.W.85TH AVE. x X X X X , _--____-- i i I Ft CO el N _. 1 ac 1 El ■ �' as SRR oRio PROD N AE: SHEET TITLE: SMET 11 �.24 DWG• % O cr..•, ( DER 2. ... DATE. CH2MHILL PITT 5/13109 C-7 °`� _ CIVIL DSk JAB owo r C-7 �.`__ DATE.w THIS BAR IS ONE INCH ►7CIVIGZS CHIC DJP cno ►dn05cg102_363498.dgr WHEN DRAWING IS FULL �r eo��t Aar PLC Z SCALE. 0 DATE CAD SW DESCRIPTION SITE GRADING APPD LEC $GA.E:AS NOTED SOUTH AREA ( ExP. 1x31 09 LL REV t DATE DRN APPD DESCRIPTION 2550 SW HIIIabWD Hwy. Fh1dSbDro,Oregon 97123-9379 cn5 6112 PROD R, EN(iR BT/WP. _ -0 . , 1 f i 14r a Q' r C:... D 20 40 EO 7 4� 73 * • 1 I i'T - r, / Scale In Feet ! _lam © . I W �.r icr ►-.► - ..7-1 1-IRK .. . . t- NOTE: .",� ..4 .14 MH 3 t ,-`� r ± __ -Jl ----- ----------��aa!•a:H:�•.CI\• RIM EL 17262 F % ■„ .- .. .. +_ ■._■ + ••r i 1-•� �.., e, FOR ELECTRICAL SEE DWG E-1 N 4495.70 1 C15 • 1., E 10322.21 N TOG 4G E 1 1.29 l r,.. ,`�,� ,...^► i d L tj /�0,\ e s IE 165.34 W IN MH 4 R �+�'1 �} • IE 165.24 S OUT E 10345.92 a • t31�1�,BUtLmno �_-� RIM EL 171.80 ff I 3305 710 IE 165.35 N 441870 { \ - / :•• , �„�_ 3344-781 E 10322.17 I '. I / �� . I IE 164.75 S OUT 1 �� IE164.85WIN I IE 164.85 E IN „-„_,-,� 12"SD IE 164.85 N 1 t� �� ®' - j' \ 1..... . 3305-710 1 _ i{�7'-', �. ` t • f, icn r.rte. TOG EL 170.92 ff"" tt ► 4 i'v N 4565.87 1 B'SD j T !i0 12'SD •,• E 10228.12 CONNECT TO EXST 4 CB IE 16410 BUILDING r .t •12SD -►�E 1024207 r .... � 1 1pp ! -.-,t4 `:r�►! IE 164.30 W IN ►� t • Is i. 4.>< ` `�►� IE164.20EOUT ,-1 ►i1 l 2 Fri 77.7 ` t i. ' ~ ..Aa.;�. �� ■ t �� 12'SD $T / 3344-78� • I � . :t,,4' ; ` � �_ TOG EL 171.43 ��` CI 4 „/``.a - . N 4470"01 , O • „ "c, <p, /ti >- E 10178 70 ` � IE 166.68 t t r TP8 '= CI 3 ♦ '� \. ; � JR r, : .,` TOG EL 171,44 3.14-781),--.' ti![t01NP ` ///`! L`,r; ?. _ N 4529.52RIM EL-771.97 . PEPS BLDG ,N 4495.76 PRIMARY ♦ '".--....ems,,. 1-L ---^ !j{' E 10178.72 PEPS BLDG,SEE DWG E-2 NO.4 `�s i �'`-,.r„ A.N. ', IE 166.16 W IN r 4, a� Cc __ e. l IE 166.16 N IN ! .✓ .,� ', �, %� IE166.16SIN J r _• t rt •• + '� IE 166.06E As - _ _ i 305-711 r \ r ) A { + (� • _. r v • `�Ili::r TOG 171.50 RIM 95 172.05 illi 'r.ate°9 ♦ N 4529.58 N 4495.83 •. ♦w i, 1 ail 1 Z f E1 6D7092 IE 166.92 N IN y •._ tf• ► �© IE 166.92 S IN • �� y/r` ,� -�_ sr-'_� • t4, 344-7817 '.. -- IE 166.82E OUT ``�\ ... �.�'.. 1pr ---, ! ,- .1 ` eammmmornr .14,1115 -•�y .�. --_i ..�-- , 12.SD �� ,. �., J e s :� i I i ' . i 1 T ath GS .- r q .ice r �� X X '• ,- 0 �� a.-_a_...� -71 - ��' �� ` C12-._. u -Z �' �' . r ..... ► et. i �p 1 w I ` TOG EL 171.74) s. .. .. .. •. ., y, ► �► v. }{ i Xm1 .. „, N 4484.08 E 10043.80 .._ _ ..' -. .11, p cD--m--m-,ez t, .3m �a _, 3-e-r�- - S.W. 85TH AVE. ; a IE 16710 a CD `° . 1 ...._.; 344-7B1) ii 4 � -_ � F - "--(rFr f � F _ -r xjjj■r_ ( o 'r ; a x -x r o. , / .'-i X x ____....t____ y 6111:D 1 ,,./ ! i ) , .,./../ 1.- ,----,----1 -,,,,...,,,,_. „„ ix I _ ; , I� i I �.}"'t __ ti c•ci.rc /may • E, 3..j 11 - •; U ORIG NIQI+41E: :;rFFr'I'.F 1 F N DRN SRR DATE O SHEET 12 OF.24 trmik 1 o j D DS4 JAB owG• C-8 CIVIL f.,..; THIS BAR IS ONE INCH CH2MH1 LL oaEa z CleanWaber Services pA°E 5 13/09 - C �+1cP` Q cHU DJP vpaEKdnO5cu1D1_383498.dgr WHEN DRAWING IS FULL UTILITY PLAN PLC 81: C'_� Z SCALE. 0 DATE CAD SW DESCRIPTION Our commitment 4 clear APPO:LEC SCALE AS NOTED NORTH AREA EXP. 12-31-o9 LL REV• DATE DRN APPp DESCRIPTION 2550 SW Hillsboro Hwy. HIllseoro Oregon 971239379 Paver 6112 ENGRSTAMP r ) ' / / (..,./1. ..,.j. /// ".......... lir 71(11 '� 'A s 1� _ 4`4� / ��• CLARIFIER ir 1101***4), 4111111%, Ai / . \ 61I'' ilitigi#4) 41: 4411L—■:410/0. Alb. .. ) t\k„.7, r ,J # 4$$ /� 'ler►i IE 156.49 NW IN EXSTADMIN BLDG+�T' ar IE 156.39 S OUT j/ • –al • ADN BUILDING ELECTRICALITELECOM i ' -781) / �► ♦ : ROOM.a Tr 4 I ♦ g4 EXST MAIN ♦ �a f .a TELEPHONE \ 4 • •' / +a • TERMINATION a* /1"41)" J1OSD D � `\ .../..,4 BOARD -*::-Z,`,...„,,,„,..„,,... 1 CONNECT :;f a I \ 1y��^—+;7"' ti ',6� ♦ a t if,` •,, EXTEND EXST 10'SD 11 1 IE 155.85 /� rl 'N.... ��414. TO NEW CURB INLET, , (€ �!. ♦ Q ..*,,,,\ i` T�fH EXST IE 156.611 I •C 3305 730}' j f f' f; �' ` / \\ I a' p l`/ 4 `/ EXST ■48'FM \ I �`j� ! I $ / j Z r�!�/ �� 11 f60 .X k1•` � / r`2`` �Th ~ \� ► a ; �>7 \C I 1! ' N • \ tit I I it II IP I Al�� i _ y � EXST 42'FM , Iic 4 a VW '" • i�c-- Ile �� #�.�� Lyr �.r t4XWP .I�! , L1� a•.D.,' _ ;. " C-• OW",•l Al _ - --�-- .t ♦ Y' ► '• -- –– SOUTH EXIT �e A1 ' ; CO I h- ✓i = ____ – '` '` GATE CONTROLLER r a-• as ' 7 _. -" a__as e_ –�j._m ,� L ` 1/o _iii wJ .'P 4� ,; ..,. , r 's t ea—ea *iT ° �. �� sl� • )_•_ • —_._r,�.- __–• �` — ELECTRICAL KEYED NOTES; ��..__. \Q L_ S GV 86TH AVE. i _ i ��_ �, — • }� 1 O PROVIDE A HANDHOLE JUNCTION BOX FOR ELECTRICAL POWER. CONNECT THE – \, I i' EXISTING 480V CONTROLLER POWER CIRCUIT(FROM MCC 13001 SOUTH EXIT GATE ! CONTROLLER 13003 SEE C-3)TO NEW CONDUCTORS IN THE HANDHOLE AND EXTEND —-- IN _ s� t �► ^ TO THE NEW CONTROLLER LOCATION.SPLICE THE EXISTING CONDUCTORS TO THE _ .––'�'— ---� Q, + a.'-'!free lw """ �" q NEW EXTENSION CONDUCTORS IN THE HANDHOLE BY MEANS OFA LISTED SUBMERSIBLE p PRar `�/ �/ x�\ �' ► SPLICE KIT_, .._. ca ,,,o■wr,,,...y [)_ �� – CONNECTALL CONTROL DEVICES REQUIRED FOR THE NEW GATE LOCATION y Sum,PE ,y. I l ;/ INCLUDING LOOP SENSORS,PROXIMITY SENSORS,LIMIT SWITCHES,RF ANTENNA, `�'............ I / . ETC.REUSE EXISTING FUNCTIONAL DEVICES IF PRACTICAL,OR PROVIDE NEW a EuoH• i_ ? CENSORS LE DEVICES INCLUDING RF ANTENNA,LIMIT SWITCHES,PROXIMITY y�qT 0,9 cp ( O INSTALL GATE CONTROL LOOP SENSORS MINIMUM OF 4 FEET FROM GATES AND OTHER METALLIC OBJECTS. EXP. 12-31 C6 o ` ! l Oq INSTALL THE EXST RF ANTENNA CONTROLLER THAT WAS SALVAGED FROM THE EXST �� f 1 GATE(SEE C-3). 5\ _4: is •� 0 aa:SRR oRal PROJ NEW SHEET TRLE: SHEET 13 O:24 DWG* 0• On wEOOH , p DATE: EMI. G osn:JAB owort C_g � CIVIL }�ro��R,_,,�a•-. w THIS BAR IS ONE INCH <.deanWci ic� ` p'"� d«DJP Q.DPLE/dnO5cu101_383498.dgr WHEN DRAWING IS FULL ouraraal�t b clear DATE: 5 13/09 "E C• rZ SCALE. 0 DATE CAD SW DESCRIPTION ��'� UTILITY PLAN PLC* C_9 EXP. 12-31-OB APP:LEC SC. AS NOTED • Dm ORN APR) DESCRIPTION 2550 I�MeEellelt Hillsboro,Oregon 97123-9379 SOUTH AREA ays PRCU•6112 ENOR STAMP O 0 0 20 40 so Scale In Feet EXST WATER CANNONS CONCRETE BARRIERS PER ODOT STD DWG RD500. REMOVE_ O MEDIAN BARRIER WITH TYPE 5 TRAFFIC DELINEATORS CONC BARRIER h PER 000T STD DWG TM570 AT 5'SPACING Loboo 50'-0" 56-0" O O • —) ^� CONCRETE BARRIERS PER ODOT STD DWG RD500. �1`J S_ EXST STRIPE MEDIAN BARRIER WITH-TYPE 5 TRAFFIC DELINEATOR° t ANCHOR PER ODOT PER ODOT STD DWG TM570 AT 5'SPACING i STD DWG RD518 / f ST WATER 10�% ANCHOR PER 000T^� . / ^ STD DWG RD516 i I:4: `J� Hllii �.` ,.r) C 11 0 JERSEY BARRIER /// / N • O / Ir� I! LIGHT POLE WITH 2' -- ROUND BASE @605_20 ,- NORTH EXIT GATE CURB KZEM 5' I CURB f§216-311 ■ PI,R=2.0' PI,R=2.0' 10'-0" I 10-0' N 4504.24 N 4504.23 NEW AC PAVEMENT E 10231.68 E 10250.68 n CONC SIDEWALK ^ o K213- t, ////// "r —......,,4. e°" N.∎,.. NOW 5�.0^ 4 ■ CARD READER r' LIGHT POLE i� PEDESTAL,SEE ` > BASE,T DIA ^ 4 DWG A-1- �1 —.------------------.. 0° n PI,R=2.0' S-0" 'R=2•0' TOPSOIL AND AGGREGATE BASE N 4499.24 N 4499.23 COURSE E 10231.66 E 10250.66 PLANTINGS BY OTHERS . \\— FOR ADDITIONAL ISLAND NORTH ENTRY GATE CURB FEATURES,SEE DWG A-1 (ID e eo O CURBED ISLAND O ISLAND SECTION O SIDEWALK AT LIGHT POLE 't��ru4Co F cii 2 1".5'-0" NTS sc■K rf/p c� — C-a .,. CI i _ c`3 aaa wuF: SHEET TITLE snEFr. 14 oE:24 DWG r ; %, • , Mk SRR OR16 g CIVIL ()�,��eER 1. DATE - TS os^:DSN owor C_10 SOT 5113/09 'rF C.0: +ii THIS BAR IS ONE INCH G�eanW�er Services CH2M H I� SITE w� _ c-io 1 CHM DJP CADFLER dn05c401_383498.dgn WHEN DRAWING IS FULL Our commitment is clear PARTIAL PLAN rocs•. I EXP. 12-31-(6 SCALE. 0 DATE CAD SW DESCRIPTION AND DETAILS cws 6112 Er�(iR STAMP Arro:LEC SCALE AS NOTED REV s DATE Po AP DESCRIPTION 2550 sw Hillsboro iiwy. Hillsboro.Oregon 971239979 pRoj A.1 •' SA LA • - 8' - 6' - -1—iimmillippo.1H1 I 3iq" 1 6' 9' 6" -I i iii i STRAIGHT ARROW (white) LEFT TURN ARROW (white) For arrow proportion details, see current For arrow proportion details, see current version of Standard Highway Signs version of Standard Highway Signs CO N I HI a r f 10' ■ .- -I' 6' - STOP BAR ONLY (white) I' WHITE BAR Center marking within lane width STANDARD CROSSWALK For arrow proportion details, see current TWO V WHITE BARS Install per Standard Drawing TM530 version of Standard Highway Signs Install per Standard Drawing TM530 • CND) QWD-- Q —8' 8' 1 . 16, _ 4" spool [L— I I - LL— I 2'I 1---i> Thru traffic side NARROW DOUBLE NO-PASS 8" WHITE DOTTED LINE 4" YELLOW LINE TWO 4" YELLOW LINES For lane extensions and bike lane extensions C rb ag I b. PLANE SHEET TITLE. SHEET. 15 OF.24 EVIG* DATE CIVIL aa:SRR DATE �� I. a9 DATE' C.Oi v osM JAB . G„ - cl�Wate Services C H2M H I LL D TE 5/131°9 C-11 Aii _ THIS BAR IS ONE INCH a«:DJP CAo FILE C dn05c502_383498.dgn WHEN DRAWING IS FULL our�omm,tm�o� clear ODOT DETAILS SCALE. 0 DATE CAD SW DESCRIPTION I EXP. 12-31-03 I JAPPO LEC SCALE:AS NOTED -REV E �� wppp pE,CRlpTlp, 2550 SW Hillsboro Hwy. H IISM r :-.,eon 97'233379 CWS LL AROLR 6112 ENGR STAMP- O. . . • � KEYNOTES ". LED LIGHT JUNCTION OO SUDINO EXIT GATE,TUBE STEEL METAL FRAME WITH VERTICAL II! �% METAL PICKETS ' / O2 NOT USED O3 FIXED ORNAMENTAL FENCE•TUBE STEEL METAL FRAME WITH g• g• VERTCAL METAL PICKETS 2 6' 2'-0' 6' 1' . t ! qO 112•CHAMFER O ALL CONCRETE EDGES I c O CLOSED HOUSE GATE OPERATOR,SEE ELECTRICAL 1 ,, I r 1 TYP.f 3D•-0' 34•-0' IA.��-�q�_ �' O HYDRAULIC SUPPORT POST I • el _mow _f/ I ® '� O7 CONCRETE(TOTE END PIER ! �© 3• 4• © BLACK CHAINLINK FENCE.SEE CIVIL �'\ �• O9 CARD/FOB READER.SEE ELECTRICAL L. ...............___.____.-_-____._-_- PHONE SEE......................................... .....__L.. _._..-.�.-..�._.,.._......_..'%Mkq � � q � �� 10 ELECTRICAL 0 2' 0 0 2" 2' - 0 2 • 0 0 • r_I II 11 No.4 x4•REBAR PINS,AT CORNERS k 4-r b w j • I {-0• O� d 12 (2)LOCK BOXES,SURFACE MOUNTED I I ® TIP-® -- 13 WEATHERPROOF CAMERA HOUSING W!4•SQUARE EMBEDDED a�. JUNCTION BO%. INSTALL JUNCT40N BOX AND CONDUIT FOR ; ..;i TYP. ' �'± CAMERA AT HEIGHT SHOWN IN UKE FASHION AS THE CMQrF06 t I :,: .;..,, READER.SEE ELECTRICAL.CAMERA PROVIDED BY OTHERS I 'k;'14. ® TYP. % 3' 14 CONCRETE CARD READER PEDESTAL 15 CORRUGATED CONCRETE _ TYP. 26 ..... �T --~ I 1 •T 16 1/7 DEEP x 1•HIGH CONCRETE REVEAL.ALL AROUND.SEE A2 FOR ....L.- '-.�._'..__..... ® DETAIL TYP ' ° 17 CHAINLINK FENCE SUPPORTS FOR SUDING ORNAMENTAL GATE. SIZE AND SPACING TO BE DETERMINED BY MANUFACTURER•. . r ,1 • 41 I • I I 18 LIGHT POLE,SEE CML AND ELECTRICAL .. TYP. ® � 19 No.4 O/B•O.C.E.W CENTERED IN WALL DOWELS TO MATCH. ALTERNATE HOOKS 5•-B' 20 (S)No.4 CONTINUOUS @ FOOTING \ I WING 21 No.1012.O.C. \ O��! O ENTRY PEDESTAL SECTION 22 ALNo.rE5 R@�17 TEHDDKB O.C.E.W CENTERED IN WALL.DOWELS TO MATCH. I 1 1/2'=1'-0• 23 No.S®12"O.C.E.W 24 READER/PHONE 4'SQUARE JUNCTION BOXES OR PER DEVICE INSTALLATION INSTRUC11ONS O GATE PLAN 1/8•=1'-0' O N ,,A;,., 0 1•SCM 40 PVC CONDUIT 26 CAST IN PLACE CONCRETE,SMOOTH FINISH ti i 27 RECESS IN CONCRETE,COORDINATE DEPTH WICAMERA MANUFACTURE 0 1 1 111OO10111I IIII 11X111111 I11111111111111I1' ::: :. ;.r x /1111111 l I I I l l lr f�111111111111111111 i 1111111 1111' 1 2e r PRE-CAST CONCRETE CAP,SMOOTH FINISH WI No.4©12.O.C. :$I I 7:::::: 29. ... ... ... ,I � ;;I m Q I� p i I III i ; I ® 30'iii:''' 1 i Ii � l 1I h II r :'%I::' '•I. 31 DIRECGN AREA.SIGN BERS�� 3T LED BP LT Ar BOTH SIDES LL.UMI Ail� 11� 1,.# �I�� IIIIII� �I � 1t�. ,Inll�iiihl�,: � �, I I I '• I I ��.. 33 oo..mw. ® k< ® ® w,.w;m<Ouwu,w:a..,.�.o::....a..ox..a..�H.>r..vw. ® ® 34 V'CHAMFER ® GATE ELEVATIONS I 35 PHOTOCELL MOUNTED WITHIN CONCRETE CAP AND FACING DOWN L 36 SET CAP IN GROUT BED 1/4"=V-0" ?-- -3:7 c eN TO DWI e FO. 2' 4' I E0. Y-4' EATABADORAL Si I_i ® '_' r -. I AY ® ® .�. — L '•1 •r�NtN •t rr •� •1 rt N•,Y• •! IN ® O ( •! •tt•• •!S•i •v •r • •. •• •i 4d, iiHsir it B M •t.•0 il •. N ..�� l�® ®•. , T1,p f/.' 7 el ":'''. OW 11411111111111114D 5 ■ ED Ir m inim« Iiin •i•-•r 1 e6rs•s41 :% ri •% 3,-8• 6 ilg BEI W f Nol CL0.EACH SIDE 2 Tr. L_ L f V LENGTH OF WALL•12 y o3 FOOTING CD GATE END PIER SECTION $ CD ENTRY PEDESTAL ELEVATIONS E 1/2"=I-0" 1/4"=V-0• 021)Att> .ISM18 `,• _ SHEET 16 OF.24 DW31 DAN: AGE ORq SHEET TITLE CHK. JS,DLW 'GATE: _—._-.-.__--. ° - --1 H2MHILL ii osN • THIS BAR IS ONE INCH DATE � �� ARCHITECTURAL CDT APRIL 2009 n /� ,tore — CAD Eger WHEN DRAWING IS FULL - _ �eW�meet is cleat. NORTH AREA GATE DETAILS PAR Fi I 7� w SCALE. J APPO SCALE:VARIES - - __. -__--- _. __-__ _.. REV• DATE ORB APPp DESCRIPTION 2560 SW HMO=Hwy. Hillsboro,Oregon 97123-9379 Cw9 U. _ PRQI t:6112 ENGR STAMP: NOTES 1. SEE CNIL DRAWINGS FOR DIMENSIONED LOCATIONS OF SIGN 41111111 . 2. 112 CHAMFER ON ALL CONCRETE EDGES KEYNOTES O CAST-IN-PLACE CONCRETE FRAME c‘ji\ 0 FLUORESCENT LIGHT FIXTURE WJPROTECTNE HOUSING, ` SEE ELECTRICAL L 0 CORRUGATED CONCRETE O METAL SIGNAGE PANEL,PROVIDED BY OWNER 0 No.4®+B'O.C.E.W.CENTERED IN WALL.DOWELS TO MATCH.ALTERNATE HOOKS. 0 (3)No.4 CONTINUOUS AT FOOTING NORTH ENTRY 0 PLANTING BED,LANDSCAPING BY OWNER / 4,446\ O MONUMENT SIGN,SEE CIVIL FOR EXACT LOCATION <111111143 t b- O I'z 0'z Y JUNCTION BOX EMBED IN CONCRETE 10 9H'CONDUIT \ 11 FLUSH PHOTO CELL WITH WATERPROOF ALUMINUM PLATE \I 12 No.4o+ro.c. . 13 MOW STRIP,SEE CIVIL 0 _` • . O CONTEXT PLAN ON 0 kitt 9._6. 4'B' 9' 9 ' t 1'-7' fi I 1 1 1 .• 111IIUII.....1111111I11 III11III I1IIII11 IlMMNI..._ ' o 1 "4 i. o 111111i ,c,e 0 i II •I IT E led!� <�tz i ` cr i€ices' I r In _ 0 ;I.• i ss II ,,, ., ,,,1 a .• IIIII 1111111111. !111111 111111111 11111UU ? Bill © ii' - �� II _ ._. .._..._ _ 411111 - .s.;.:.:,,y.:.:.:.; 6� Y 7'-6' S' 8' .�i; �.ESr I C -- -- - r I"'• + 2CLA,EACH SIDE J T' Y Y-0. c 0 o O © I1.-6 a 2i O PLAN FRONT ELEVATION D SECTION END ELEVATION ,_, B V2''=P-0' C 12•=1,-O D 12'=1�-0 1/Y=1'-0' E e g #434.4•01 ,A ORM SHEET TITLE SHEET:17 O:24 DWG* �• D0.N: AOF OATC ---_ .- ___�_ -- O CH2MHILL D9N: . _—_ __.__-___. __. •___ — `I C-" ARCHITECTURAL PLOT APRIL 2009 A -/�/u - -- THIS BAR IS ONE INCH _ CleanY,I r '7evices ENTRY$IGNAGE �� /..tM /cNa_ JE.DUV GDALE* WHEN DRAWING IS FULL Z --- -__ _ $GALE. --- ORt commitment i�clean. Mr+I.. vLCt LL AMC S1XC VARIES —_ REV• ---DATE --- DRN.� AppD — DESCRIPTION 2551)SW Hillsboro Hwy. Hillsboro,O�e9on 97123-9379 — OWS 14 or VROJ►6112 ENGR STAMP 1 I 4• • \ 0 20_O ao 60 ' /" Scale In Feet . ,�. Al . A2 / I --.. .... \s, t ,, ', 111 A1 , ge+lcc II Ii It 1 II Al\. \ \ • . i :cc: .........: ... , �� EXIT GCPS � _ 'GCLS l 1 '11111111 .4,OTNTROLLER 7 GCLS GCPS O I —D C_ I co ti, I I f i 1E , 30 r p Al.,�j'_— n�A1 Al • O M D Al A .10. ' ��) p �� Y j E p. ...... "' w CONT-QUER —//� ENTRY GATE OB -. , CONTROL PEDESTAL i,T• k •bh cu.. R 1 TEL 1 NN NC1 � ERA" ` i , ' 1 / �- • a: ;e \��EXST COMM VAULT rl \ � f ' 1 j EXST 08PP99501 O < ' J` i Al r , \/' GENERAL NOTES: / 1. SEE CABLE BLOCK DIAGRAMS FOR WIRING INSTRUCTIONS. r , \ 2. SEE CIVIL FOR NEW&EXST UNDERGROUND UTILITIES. \ EXST PEPS 1 ELECTRICAL KEYED NOTES: 1 Iii • \••••• ROOM 3 \\ ` PPS BLDG O O PROVIDE NEW DUAL FEEDER BREAKER BUCKET IN THE EXST MCC TO FEED THE 2 NEW GATE CONTROLLERS. • I UNIT SHALL MATCH THE EXST MCC UNITS INCLUDING SCCR. I I I'r. \ 1 € ® CONNECT THE 480V 3 PH FEEDER CIRCUIT TO THE CONTROLLER. CONNECT ALL OTHER PERIPHERAL CONTROL I - • \ DEVICES SUCH AS LIMIT SWITCHES,PROXIMITY SENSORS,SENSOR LOOPS, ETC.PER MANUFACTURERS A. If // I \' ® INSTALLATION INSTRUCTIONS. �' O EQUIPMENT IN THE ELECTRICAL ROOM IS NOT TO SCALE ON THIS DRAWING BUT IS SCHEMATICALLY SHOWN. ! OSEE DRAWING A2 FOR SIGN MONUMENT LIGHTING DETAILS. V PROVIDE NEW 1P 20A BRANCH CIRCUIT BREAKERS IN EXST PANEL 08PP99501 IN THE PEPS BLDG ELECTRICAL ! v ®,TYP., I / O ROOM(MOUNT IN UPPER(UNCONTROLLED SECTION OF PANEL). SEE E-3 FOR NEW BREAKERS REQUIRED. Al 1 Al vv EXST MCC 1 08MCC-99501 O OB SEE DRAWING Al FOR ENTRY GATE PEDESTAL DETAILS AND THE CABLE BLOCK DIAGRAMS ON E-3 FOR WIRING INSTRUCTIONS. INSTALL THE EXSTTELEPHONESAND W.P.ENCLOSURES SALVAGED FROM THE OLD SOUTH ENTRY GATE PEDESTAL(SEE C-3). SONITROL PACIFIC,THE OWNERS ACCESS CONTROL VENDOR WILL 1 i j >/ f PROVIDE AND INSTALL THE CARD READERS AND WIRING UNDERA SEPARATE CONTRACT. THE OWNER !I t WILL PROVIDE AND INSTALL THE CAMERAAND WIRING UNDER A SEPARATE CONTRACT. NOTE:ALL CONDUITS 4 { SHALL ENTER THE PEDESTAL INTERNAL CAVITY THROUGH THE FOOTING. COORDINAATE WITH FOOTING AND ' f1 i I I PEDESTAL CONSTRUCTION TO ENSURE ALL DEVICE BOXES,AND CONDUITS ARE EMBEDDED PRECISELY. ( / O7 INSTALL GATE CONTROL LOOP SENSORS MINIMUM OF 4 FEET FROM GATES AND OTHER METALLIC OBJECTS. i 1 I A57 i I p Og SEE DRAWING A-1 FOR MOUNTING DETAILS FOR TYPE D LUMINAIRES.COORDINATE CLOSELY WITH CONCRETE i OY ` it:,,4 PEDESTAL FABRICATOR TO ENSURE FIXTURE WILL MOUNT PROPERLY IN RECESSED CHANNEL,J-BOX IS -� 1 v EMBEDDED IN CORRECT LOCATION TO ACCEPT POWER FEED OF FIXTURE AND BOX DEPTH IS CORRECT. �� th:+i PROVIDE EMBEDDED CONDUIT FROM J-BOX INTO ACCESS CAVITY OF PEDESTAL TO CONNECT TO BRANCH 1'-- f` rr i ` \�.\Y NG © CIRCUIT FEED. MOUNTA RECESSED J-BOX WITH FLUSH MOUNT PHOTO CELL UNDER THE PEDESTAL OVERHANG --- SIDE THE MONUMENT. INSIDE THE PEDESTAL NEAR THE ACC _ ON THE EAST SI OF HE MO ENT. PROVIDE A J-BOX DE TH PEDES AL CAVffY NEA T E ESS c� y ----- „„+,��, � � -� +�` +w..:�^�.�.r-rt-,rr• _ --PANEL TO TERMINATE THE LIGHTING CONDUITS(PHOTO CELL,TYPE'D'LUMINAIRIES,BRANCH CIRCUIT). - •- - _ - �,;, r,,�. �� ,� - - _ PROVIDE SPACE IN THE J-BOX TO ALLOW 2 MORE CONDUITS FOR FUTURE ILLUMINATED SIGNS ON THE -0 wnr II PEDESTAL TO BE CONNECTED TO THE PHOTO CELL CONTROLLED CIRCUIT. WIRE ALL PEDESTAL LIGHTS D �� TO BE PHOTO CELL CONTROLLED. co o r _. `+.`- —___ �� 1 Art*4 -y 1NYE • C -- _._-_ at PROD NAME 0 Diet MLW DATE: SHEET TITLE_ mot ACB owcr. E-1 ELECTRICAL PLOT 5113/08 24 � �� 1•z1 6 THIS BAR IS ONE INCH C1eanWater�``Services CH2MH I LL ELECTRICAL PLAN DATE E-1 ase MSM c o PLE P dn05e101_380888.dgn WHEN DRAWING IS FULL our commitment is clear z SCALE. NORTH AREA �. EXP. t2-31-C9 0 DATE CAD SW DESCRIPTION LIJ APP?.LEC SCALE.AS NOTED RN 11 LAR OWN APPO RESORPTION 2550 SW Hillsboro Hwy. HiIIspgp Oregon 97123-9379 LIVH LL . PRDJ R.6112 EMIR STAMP. I \ z e\ ......... . \ \\ I r / NEW CONDUITS AND WIRW1 / TO NORTH ENTRY AREA POWE!?, / SIGNAL,CONTROLS,LIGHTING. \ SEE E-1 FOR CONTINUATION \ AND CABLE BLOCK DIAGRAM \ I ON E-3 FOR WIRING AND CONDUIT \ GENERAL NOTES; / ROUTING AND SPECIFICATIONS \ EXST \\ 1. SEE DRAWING E-1 AND THE CABLE BLOCK DIAGRAMS. COMM \ 2. COORDINATE WITH THE OWNER AND OTHERS FOR MOUNTING SPACE ON THE PEPS VAULT EXST PANELBOARD\ BLDG ELECTRICAL ROOM WALL TO ENSURE A NEAT AND SERVICABLE INSTALLATION OBPP99501120/24W \ IS PROVIDED AND CODE CLEARANCES ARE MAINTAINED. 1-PH 3-W(TOP BUS IS N.N. STANDARD,BOTTOM N. KEYED NOTES: N. ` BUS IS PROGRAMMABLE N. N. O PROVIDE NEW CIRCUIT BREAKERS IN THE TOP SECTION(STANDARD NON-CONTROLLED BUS) N. AS REQUIRED TO FEED NEW CIRCUITS INDICATED ON THE DRAWINGS. EXST CONDUITS FROM . \ ELECTRIC ROOM N. O PROVIDE NEW DUAL CIRCUIT BREAKER FEEDER BUCKET WITH 2 20A 480V 3-PHASE THERMAL ELECTRIC CTRL VAULT \ MAGNETIC FEEDER CIRCUIT BREAKERS IN EXISTING O8MCC99501 SPACE 9H TO FEED THE \ EXISTING CONDUIT STUBS N.N. NORTH ENTRY GATE AND NORTH EXIT GATE CONTROLLERS(2 HP,8AMPS MCA EACH). N. FROM EXISTING COMMA VAULT EXISTING MCC IS CUTLER HAMMER FEEDOM SERIES 2100. PROVIDE NEW UNIT WITH \ O \N. MINIMUM 15KA SCCR \ SEE PEPS ELECTRICAL ®PROVIDE A 120VOLT DUPLEX RECEPTACLE DIRECTLY ADJACENT TO THE ENCLOSURE(MINIMUM \ • ROOM NW WALL SCHEMATIC \\ O OF 8 INCHES FROM ALL OTHER ENCLOSURES TO ACCOMMODATE A PLUG-IN POWER SUPPLY. N. ELEVATION ON THIS SHEET EXST PEPS \ ELECTRI O UTILIZE SPARE CONDUITS FROM THE PEPS BUILDING ELECTRICAL ROOM TO THE EXST COMM \ ROOM \ VAULT FOR ALL NEW CONDUCTORS. PROVIDE NEW CONDUITS FROM THE VAULT TO THE DEVICES \ EXST MCC N. IN THE FIELD. SEE NW WALL SCHEMATIC ELEVATION. \ 08MCC-99501 \ \N. 480V 3-PH 1 O EQUIPMENT IN THE ELECTRICAL ROOM IS NOT TO SCALE ON THIS DRAWING BUT IS SCHEMATICALLY N. SHOWN. N.\ .�, / O INSTALL THE EXISTING TELEPHONE GATE CONTROLLER ON THE WALL IN THE PEPS ELECTRICAL ROOM. N. O PROVIDE A TELEPHONE LINE SURGE PROTECTOR FOR THE PHONE LINE TO THE ENTRY GATE \\N. \-.../ // T PEDESTAL TELEPHONES. • N. ''', / O THE LOCATION OF THE NETWORK TERMINATION WAS NOT DETERMINED AT THE TIME THESE N.\ �� /'� / DRAWINGS WERE PRINTED. COORDINATE WITH THE OWNER FOR EXACT LOCATION. N. N. ` �/ / • LINE 08PP99501-1 \N. / EXST MCC 08MCC-99501 VOLTAGE (FOR EXTERIOR N. 5 BOX JUNCTION LIGHTING) \ 06PP99501-2 TO NETWORK \ \ a TERMINATION N. V I 03f\ \ O I O \\ _____.x.\ /II/ tf NEW EXST EXST TEL \\ � s DUAL FEEDER 8 TELEPHONE PUNCH N. CB BUCKET 9H–\ O CONTROLLER BLOCK �. V ��SONITROL EXST TEL \ ® a CONTROL CONDUIT \ '\ l (BY OTHERS) EXTENSION ? N. EXTEND 1"C TO 1 FOOTAFF. N.\\ � ` `/ CONNECT T01"SEAL TITE N. / / ® SONITROL LOW VOLTAGE — FLEX.PULL FLEX THROUGH \�J \ j 2"C TO COMMON VAULT, 1 .� 1 t O3 H CONTROL — CONTROL ROUTE TO 1"C EXITING (BY OTHERS) AND SIGNAL VAULT TO NEW HANDHOLE `,, JUNCTION BOX NEAR NORTH ENTRY GATE 9H1 9H2 CONTROLLER �`� NORTH NORTH EXTEND EXST SURGE 1'SPARE ENTRY EXIT YC TO J-BOX PROTECTION r SPARE 2'USED i___ GATE GATE 2'SPARE DATA 1'SPARE CONTOLLER CONTOLLER 1'SPARE— r USED ^- 1 TEL ff EXST MCC C O O PEPS BUILDING ELECTRICAL ROOM ENLARGED PLAN CD 7 PEPS BUILDING ELECTRICAL ROOM NW WALL SCHEMATIC ELEVATION NTS \ OD A NTS E-1 ' � F,o� o .r y NI O1a6..E O o URN:MLW DATE: vRa NAME SHEET TITLE sNEEr. 19 oR:24 owcr •••C • 05$ACE owc r E-2 ELECTRICAL 5/13/09 1e At�,0'� THIS BAR IS ONE INCH CleanW l SCCVI(es CHZM H I LL PEPS BUILDING E-2 4«MSM CAD FILE r.&DSO 02 380888.dgn WHEN DRAWING IS FULL Our commitment i.cir.T ELECTRICAL ROOM atcK SCALE. 0 DATE CAD SW DESCRIPTION ENLARGED PLAN I EXP. 12 }gg Iwy' Hillsboro,Oregon RROA U 6112 ENGR STAMP —1111 ARM:LEC SCALE:AS NOTED REV 11 DATE DAN APPD DESORPTION 2550 SW Hillsboro Nuts 97123-9379 CMS LL HIGH AND LOW ENTRY GATE ACCESS HIGH AND LOW THROUGH-BEAM N CONTROL PEDESTAL THROUGH-BEAM PROXIMITY SENSORS PROXIMITY SENSORS _ • ------------------------- STREET SIDE SENSOR PLANT SIDE SENSOR CONTROL LOOP HIGH&LOW PLANT SIDE SENSOR HIGH&LOW CARD/FOB r, ® – CONTROL LOOP – ,. r [A3] –[CONTROL LOOP TELEPHONES READERS [A3] [A1] I I �� I I [Al] [Al] L I SECURITY • – I CONTROLLER I– [A1] [A1] – CAMERA ______ _ ___ -- ----- r--- _ __ ___ __ _ _ OD [C2] [A4] Al CONTROL UO 4X 4X CONTROL I/O NORTH EXIT GATE TERMINAL ` Z:I TERMINAL ��CONTROLLER n n I I • BOARD 30 BOARD , - -— -—-—-—-—-—-—-—-—-—-— L-—-—-—---— --—-—-—-—- ---1 - -—-—-—-—-—-—-—-—-J 2 HP MOTOR& (P1] [P1] 2 HP MOTOR& 4A CONTROL XFMR 4A CONTROL XFMR 7-[S1] ELECTRICAL HAND HOLE [S2] HI -NP2 ROUTE ALL CONDUCTORS 10 IN 1-1/4'C I ---—-—-—- 3 FIXTURES TYPES Al,A2,B,D POLES,SIGN,MONUMENT, ROUTE ALL .—-—-—-—-—-n - ELECTRICAL ENTRY PEDESTAL CONDUCTORS P4 HAND HOLE IN 2'C [ ]~�_ [S2) HH NP1 CONTROL AND COMM — u — — — — — — — — — — — — — — — — — — ru_—_—_— ]P3] HAND HOLE HH-NCI I i CP3] o0 L-- n -----------------____---------------j I , n — -—-—-—-—-—-—-—-—---J Al ROUTE ALL [ CONDUCTORS <` �ROUTE PVC LTO HH-NPITORS IN 2'C EXST COMM IS2] VAULT ADJACENT — _—_—_—_—_ —_—_—_—_—_—_—_— — NORTH AREA TO PEPS BLDG — — — — — — — — — — — — — — — — — — — — SITE WIRING Li u �I ROUTE ALL CONDUCTORS ALL CONDUCTORS OPEN IN VAULT } IN 1'NON-METALLIC SEALTITE FLEX THROUGH COMM VAULT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_J AND TRANSITION TO 1'PVC •. ROUTE CONDUCTORS IN EXST SPARE 2•C ROUTE ALL CONDUCTORS IN 1'NON-METALLIC SEALTITE FLEX THROUGH EXST SPARE 2'PVC TO COMM VAULT ————————————————————————————————————--————— ———————————————————————————————————————————————– EXTEND EXST SPARE 2'C TO J-BOX AND ---ROUTE ALL CONDUCTORS ROUTE CONDUCTORS C �� IN 1'C TO 1 FOOT FROM TO COMM VAULT FLOOR AND TRANSISTION TO 1'NON-METALLIC SEALTITE FLEX LINE VOLTAGE LOW VOLTAGE CONTROL JUNCTION BOX AND SIGNAL JUNCTION BOX [P4] „--> [P3] • [C7] [C2] [A4] IA41 [ASl I CKT 1 • I I I / 1 P20A SURGE ` I I PROTECTION�J • I -2. I/ f ] XSTREPS 11 EXST PANELBOARD UILDING CKT 2 08PP99501 LECTRICAL • • • • • • I I I 1P20A (UPPER BUS OOM 9H2 I SECTION NON- TELEPHONE •9H1 • PROGRAMMABLE) GATE CONTROLLER EXST NETWORK EXST TELEPHONE EXST SONITROL ACCESS (RELOCATE FROM [�] TERMINATIONS PUNCH BLOCKS CONTROL ENCLOSURES ADMIN BUILDING EXST MCC 08MDER CB 1 NEW DUAL FEEDER C8 [C3] BUCKET IN SECTION 9 POSITION H. GENERAL NOTES; 1. PROVIDE IN-GRADE HAND HOLES AS REQUIRED TO ENSURE NEC,EIA/TIA,AND CWS STANDARDS ARE ADHERED TO AND SO CONDUCTOR PULLING TENSION SPECIFICATIONS ARE NOT VIOLATED. PROVIDE EXACT LOCATIONS OF HAND HOLES WITH RECORD DRAWING MARK UPS. c 2. FOR CONDUIT,CONDUCTOR,&CABLE SCHEDULE,SEE SHEET G-3. m 3. SEE E-2 PEPS ELECTRICAL ROOM NW WALL SCHEMATIC ELEVATION DETAIL FOR ENCLOSURE CABLE BLOCK DIAGRAM-NORTH GATE AREA D PR[]F o MOUNTING,CONDUIT ROUTING ON THE PEPS ELECTRICAL ROOM WALL,AND USE OF EXST F�j� o SPARE CONDUITS TO THE EXST COMM VAULT. NTS Cow�i` "=�s y9 �1 4' 61461PE r • ° IN CTR--- c Orw:MLW ORIO _ PROJ MARIE. wTE: SHEET c SHEET 20 OF.24 GwG s • °°" v osw AC8 Owes E-3 - ELECTRICAL ��9 r 21,+i�4. iii THIS BAR IS ONE INCH C1eanW�er Se>vices CH2MHI LL CABLE BLOCK DIAGRAM wiE 5/13/09 E-3 �I c.e�� z asc MSM rwO FiES dn05e103_380888.dpn WHEN DRAWING IS FULL Our commitment i6 elnc Pic 6t NORTH AREA SCALE. 0 DATE CAD SW DESCRIPTION ExP. 12-31-CO ""s 6112 tii C APP LEC KALE NONE REV" DATE CAN APPO DESCRIPTION 2550 SW Hill6boro Hwy. Hillsboro,Qegon 971239379 pRG,�6: EHw STAMP. •C • EROSION SEJIMENT CONTRO .,_ PLANS QC' � THE PERMI7TEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT.THIS ESCP AND• GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLMWCE WITH THE 12000 PERMIT ' :- •'. . REQUIREMENTS.IN CASES OF DISCREPANCIES OR OMISSIONS,THE 1200C PERMIT REQUIREMENTS SUPERCEDE ENGINEERING FIRM REQUIREMENTS OF THISFIEB Pin �`': e+ �' CNGIN L STANDARD EROSION AND SEDIMENT �� t y 2020 S.W.4th AVENUE BMP MATRIX FOR CONSTRUCTION PHASES /a. • . yE �;. -E _t:��r 3RD FLOOR• �� PORTLAND,OR 97201-4958 CONTROL PLAN DRAWING NOTES: P• '� Wartlittl �" PHONE:(503)736.4128 1 s_ ` N.I.C. FAX (503)223.1492 t. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED AREAS AS GRADING PROGRESSES.(SCH A.5 e) REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF �,/ 1 CONSTRUCTION AC N TES MUST AVOID OR NNIM2E EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY •11�'�"� Iv. i iiz : NARRATIVE DESCRIPTIONS 31 EACH YEAR.(SCHATAi) AVAILABLE BMP'S. • .. „R,RR K `� ""�'2i= r• EXISTING SITE CONDITIONS: 3. DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MIST OCCUR ATTHE DID OF EACH WORK DAY F RAINFALL IS I_ � � FORECAST IN THE NIXTNHIOIIRS.(SCAT A.7TIN 11111 j �° .:1 4. ALL EROSION AND SEDMENT CONTROLS NOT IN THE DRECT PATH Of WORK MUST BE INSTALLED PRICK TO ANY LAND DISTURBANCE TIGAR �!� i,N ti;' CLEAN WATER SERVICES ($CH A7.c.i.) I I MW i UIUTY' FINAL WET WEATHER-Fl.;,!At 11 4 . a DURHAM WASTEWATER TREATMENT PLANT VNTH MAIN S PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CLEARNG GRADING INSTALLATION I BrAell¢ATION _(OCT 1.LWy3tgT)�� .;' 1. 4 -, , ENTRANCE AT SOUTH CONSTRUCTION(SCHATrill) ME"ON'"END•RION •�'M�% RosNwom sr. 4- 8. ALL TEMPORARY SEDIMENT CONTROLS MUST RFJMIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF '"nN"•"N�T"iOM .N A - s s s N4.■;,°,,,,,K"�^ ��/• I RHAM' g `�' DEVELOPED CONDITIONS. EXPOSED SOILSEBTABUSS .(SCHA.7.cr.3.) °a1° N A A ,�q��'�I d! •: pp InoRw,cAPRGlIaq R4Niri6�- Rrre. U1 $ 7. SEDIMENT CONTROLS MUST BE INSTALL ED AND MAINTAINED ON ALL DONN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIES M . s ■.' +, 1 • . DURHAM ADVANCED WASTEWATER TREATMENT PLANT WITH DURING CONSTRUCTION.(SCH CALM) wnNS ' R •'� ' �' ,,,�. - pp MAIN ENTRANCE AT NORTH 8. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED ATALTTMES DURING CONSTRUCTION .etnsie s E �ry �, 0 A7.di.(2)) rEVORA.PERmsse I SWAG s P s s ,uu..n / Jean 9. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM TEL CONSTRUCTION SITE AN APPROVED MINA ONE s .RV JEW NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME OMER: NT.c. "� /.� '''�P TABLE EOUNALENT IS TO DRAIN THE$OI OMS(TE AT DESIGNATED LOCATION USING APPROPRIATE BAPS:SOIL MUST BE DRAINED iL_ .Pa W SUFFICIENTLY FOR MINIMAL SPLLAGE.ISDH ATdlH.3) Nm"dr R� s s R y~ t0 TEMPORARY STABILZATKN OR COVERING OF SOIL STOCKPILES MUST OCCUR AT THE END OF EACH WORK DAY OR OTHER8Ws 61°"""r PANE IPFR.EIpry 'N s s gliklitlFg 1 ,, ".1 yN' 'CLEARING MUST BE IMPLEMENTED TO PREVENT'TURBID DISCHARGES TO SURFACEWNTERS.(SCH A7..ii2) °911AErPFU1N"�O"I ' I _ L��' •MASS GRADING II. DEVELOP MD MAINTAIN MUTE A WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURE.ISCH A7.Mi.� RRE��%Ir _ -UTILITY INSTALLATION t2. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER s s STORAGE,APPl1CAT10N,AMID DISPOSAL(SENT wLTPNOnlmK i • h •PAVEMENT AND FENCE CONSTRUCTION A7..I(2)) Ir iEnu + � A�� ' ta ALATIg �, y • 'FINAL STABILIZATION it THE PERMTTEE MUST PROPERLY PREVENT AND MANGE HAZARDOUS WASTE USED OILS,CONTAMINATED SOILS,CONCRETE WASTE, �nmw IE,\ ___ L, SANITARY WASTE,WIRDWASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION.ISCHAT...i1 'AAIIN". _ 1 • �- TOTALS 7E AREA=71.5 ACRES AND BDHA.7.141 MOO COMM 14. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED UP NOM 24 HOURS AND PLACED BACK ON THE STTE COP6MUTEN DORAME 'A s s N AND STABILIZED OR PROPERLY DISPOSED.THE CAUSE OF TIE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSNG A PIPE S,ucuAw O SITE MAP TOTAL DISTURBED AREA=2.8 ACRES REOCCURRENCE OF THE DISCHARGED WTTHN THE SAME 24 HOURS ANY INSTREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ann no scnow SITE SOIL GIA661FICATION: ACCO DING TOTHE OREGON DMSION OF STATE W105 REQUIRED TIE FRAME)50H A7.UU MEL NOT TO SCALE S SEDIMENT MIST?CT BENTENTIpNLLY WASHED INTO STORM SEVERS.DRAINAGE WAYS,ORWATEABODESwhSWEEPNGMl15T onsa ALOHA SILT LOAM,HILLSBORO LOAM,AND HUBERLY SILT LOAM, BE USED TO CLEAN UV RELEASED SEDIMENTS(SCHA7Li2) Mardi macro ALOHA ASILTLNA LOAM,HOLES 18. THE APPLICATION RATE OFFERTILQERS USED TO REESTABLISH VEGETATION MUST FOLLOW THE MAS UACTURERS PROPER sot. s PROJECT RECOMMENDATIONS NLUTRENI RELEASES FROM FERTILIZERS TO SURFACE WM ATERS MUST BE MINIMIZED TIE RELEASEFERTRWRS wz NASIP,uN s s s N."► LOCATION SHOULD BE USED AND CARE SHOULD BE TAKEN IN THE APPLICATION OF FERTILIZERS WITHIN ANY WATER ANY RIPARIAN ZONE(50H Du KR aA A I A I s AS s'•A A7f i3.) mKO.TEW�s,ou,NU I s s A s O RE. _ 17. SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE VE EN R WAS REACHED A HEIGHT O I THE HEIGHT OF THE FENCE _ HOOD RIVER ABOVE THE GROUND.AND BEFORE FENCE REMOVAL SCHAT.fit.) PORTLAND PENDLETON 18. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGSANO ODER BARRIERS WHEN IT WAS REAM])A HEIGHT OF MO(2)INCHES v THE DPLLES RECEIVING WATER BODIES: DURHAM VVWTP AND BEFORE 9MP REMOVAL(SCHA7.Li.2.) • TILLAAIOnOK DPI 10. CLEANING OF TRAPPED CATCH BASINS MUST OCCUL WREN THE SEDIMENT RETENTION CAPACRY HAS BEEN REDUCED BY FIFTY 150) GT LA GRANDE PERCENT,AND AT COMPLETION OF PROJECT.(SCH A7LL3.) •• SIGNIFIES BMP THAT NILE BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 4,11.4.• 20. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASSI OR SEOIENT TRAP MUST OCCUR MEN THE SEDIMENT RETENTION M CAPACITY APPROVE REDUCED TREATMENT PERCENT, MMtOPERATIONAL ER N PIM OF HAIMACBENECESSARYT RATIONALE STATEMENT . 21. DEOMISTAPPROVE DUCE TREATMENTSYSTEMAND ION THAT NAYBESOH ALTARYTO TREAT CONTAMINATED CONSTRUCT ON DEWATERNG OR SEDNEHTANDTURBIDITY N STORMWRTER RUNOFF(SCH AT.LI) 22 SHKXAD AL CONSTRUCTION ACTMTIES CEASE FOR THIRTY(30)DAYS OR MORE THE ENTIRE SITE MUST BE TEMPORARILY A COAIPREHENSNE LIST OF Air ILABLE BEST MANAGEMEHT PRACTICES(BMP)OPTIONS BASED ON DEQi GUIDANCE O 411%/41- STABLIffD USING VEGETATION OR A HEAVY MULCH LAYER.TEMPORARY SEEKING,OR OTHER METFIOD,ISCH A8 a) MANUAL HAS BEEN RENEWEO COMPLETE THIS EROSION AWE SEDIMENT CONTROL PLAN SOME OF TIE ABOVE a �i1 PRINEVILLE ell Or. © REDMOND 17. SHOULD CONSTRUCTIONACTMTES CEASE FOR FIFTEEN(15)DAYS OR MORE ON ANY SIGBIFICANTPORTDN OF A CONSTRUCTION LISTED BEDS WERE NOT CHOSEN BECAUSE THEY WERE DETERM/ED TO NOT EFFECTIVELY MANAGE EROSION c SISTER NI SITE,TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WYTH STRAW,COMPOST.OR OTHER TAG IVIED PREVENTION AND SEDIMENT CONTROL FOR T15 PROJECT BASED ON SPECEIC SOS CONOATTO AS,INCLUDING SOIL END V. COVERING THAT WILL PREVENT SOIL OR MID EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE(SCH ABD.) CONDITIONS TOPOGRAPHIC CONSTRAINTS ACCESSIBILITY TO THE SITE,AND OTHER RELATED CODITIONS.AS THE EUGEN PROJECT PROGRESSES AND THERE ISA NEED TO REVISE THE ESC RAN,MACRON PLAN NEL BE SUBMITTED 0 BU' ROSEBURG OREGON rmA PERMITTEE'S SITE INSPECTOR: COMPANY/AGENCY: LOCAL AGENCY-SPECIFIC EROSION PHONE: GOLD FAX: CONTROL NOTES: BEACH EDFORD AMATH FALLS LAKEVIEA' E-MAIL KE DESCRIPTION OF EXPERIENCE: 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES.N ACCORDANCE WITH LOCAL STATE,AND FEDERAL REGULATIONS. 1 PRIOR TO ANY LAND DISTURBING ACTMTES.THE BOUNDARIES O THE CLEARING LIMITS,VEGETATED BUFFERS.ME ANY SENSITIVE AREAS SHONN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE 3 SHEET INDEX • PERMITTED BEYOND THE CLEARING LUNITS.THE OWNERA'ERMTTEE MUST RAN DU TAN THE DELNEATON FOR THE DURATION OF THE VICINITY MAP PROJECT NOTE VEGETATED CORRIDORS TO RE DELINEATED MTH ORANGE CONSTRUCTION FENCE DR APPROVED EQUAL. 3. PRIOR TO ANY NAND DISTURBING ACTIVITES,THE BEDS THAT MUST BE NSTALLED AREA GRAVEL CONSTRUCTION ENTRANCE PERIMETER SEDIENT CONTROL,AMID INLET PROTECTION.THESE BAPS MUST BE MAINTAINED FOR TIE DURATION O THE PROJECT. EROSION CONTROL P I UL N S NOT TO SCALE INSPECTION FREQUENCY: 4 IF VEGETATIVE SEED MIXES ARE SPECFIED,SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1.THE TYPE AND PERCENTAGES r PLANS PROJECT LOCATION: PROPERTY DESCRIPTION: • ONCE PER WES(ON ACTIVE SITES. OF SEED IN THE MC(MUST BE IDENTIFIED ONT1E PUNS. EC-1 EROSION AND SEDIMENT CONTROL COVER SHEET ONCE EVERY TWO WEEKS ON INACTIVE SITES. 5 ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA AM) 16060 SW 85TH AVE TAX LOTS 251138000600 WITHIN 24 HRS.OF A 0.S RAIN EVENT. THROUGH ASEDIMENT CONTROL BMP Is(FILTER BAG) EC-2 EROSION AND SEDIMENT CONTROL PLAN-NORTH AREA TIGARD LOCATED IN THE DAILY WHEN STORMWATER RUNOFF IS OCCUR ING. B SEDIMENT RSDIENT LADENWATERDOE NOT ENTERRAAS NURFACEWATERSS YSTEM,ROADMAY,OROTHERYPROPERTIES T EC-3 EROSION AND SEDIMENT CONTROL PLAN-SOUTH AREA WASHINGTON NORTHWEST 114 OF SECTION 13,TOWNSHIP 2 SOUTH, COUNTY,OREGON RANGE 1 WEST,WILLAMETTE MERIDIAN,WASHINGTON T THE ESC MEASURES SHOWN ON THIS RAN ARE MINIMUM REQUIREMENTS FOR ANTICPATED STE CONDITIONS.DURING THE LATITUDE=45°24',LONGITUDE=122°45' COUNTY,OREGON HOLD APRECON MEETING OF PROJECT CONSTRUCTION PERSONNEL CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY VITH ALL APPUCABLE LOCAL STATE AND EC-4 EROSION AND SEDIMENT CONTROL DETAILS THAT INCLUDES THE EC INSPECTOR. ALL INSPECTIONS MUST BE FEDERAL EROSION CONTROL REGULATIONS.CHANGES TO THE APPROVED ESC PUN MUST BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEG PER THE 1200 C FERMI. MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS. B. IN AREAS SUBJECT TO NAND EROSION.APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION O FINE VOTER ATTENTION EXCAVATORS: SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DECS 1200 C PERMIT REQUIREMENTS. B. ALL EXPOSED SOILS MUST BE COVERED DURSO THE WET WEATHER PERIOD RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF THESE RULES FROM co THE CENTER BY CALLING 501232.1987.IF YOU HAVE ANY QUESTIONS ABOUT THE RULES.YOU MAY CONTACT THE CENTER. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE FORM OF AN ACTION PLAN. m YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL w 5032468699. A 0 FR F • SPI `.NGI N.t •I.,IAl U V 4I . fl Dm SRR ORIO PROD NAME. SHEET TITLE SHEET. 21 OF 24 DWG N- •, a OLDER 4• EROSION AND "°' S13TOS ' °�' OWD BC-1 CH2MHILL THIS BAR IS ONE INCH DATE. 1 ...:DJP CiADFLEN:dnO5C160_383498. n WHEN DRAWING IS FULL Palu T de Our.o commitment is cl.■r SEDIMENT CONTROL PLO.: EC-1 SCALE. 0 DATE CAD SW DESCRIPTION im ADO LEC SCALE:AS NOTED NEVI �� PENT APR) DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.(5.noi 97123-9379 COVER SHEET �. 6112 I EXP. 12-31-(B IL ENGR STAMP: o x o 3o eo 90 m (±411 1 m ' Scale In Feet ( LEGEND: o _ - ,,-- . �� (j/ Ai* . O� 0 r--- �, ---= _ -- ,__ INLET PROTECTION,SEE qv ♦—' l l� n _` �.� I ` �< III ON DWG EC-4 FENCE,SEE 875 f SEDIMENT FENCE I A \EXST GROUND CONTOUR j , 1 4 `�)n\ -- FINISHED GRADE CONTOUR * ^l ` I L / ,.., t ' 3'►� � � I J,.....„. , 1 // ci-", c.,.._..... 1 \ ,--.. / iii; \- r . .,i-----:......\ 14` ► 1 err �' ?0 �� d 1 . it ''\ \ )A. tLH BUILDING L I I / WORK LIMITS 1 s ill," , , , ._ . � \ ----lir'. - --'..i.' \ \ \\:\ 7:\ ' l'I �J 1f (O•q '1' \ ,i/ ....._ , . . , , .., ilr \ / El 4N: ( :�J ) I r j L/�, \ . w` INLET PROTECTION,TYP f} 1 C: \\\\*Ns...... r �! 1 I C L ( ` I �'j o I ✓ 1 r 1 I o r.,4, \\\\(..,,,,... II o it 17 \\\\\\ • ( --� -L 1 _ I / / r PEPS ii � / r i BLDG .s �} �► to_ � 1 's` -5 1 , it j ' • �� . \PRIMARY / �. - *` rte- I Q `�__ No.a 0 / Ye6 �1 `�.J J�' 1 I / -.Y) 0 4.- i . i 1 1 ki 1 i e -....„,, ,. GRAVEL CONSTRUCTION /-^`' ENTRANCE,SEE 855 ON j / 7 7 DWG EC-4 \ /� ram � 1 21:77., t\ ''` '�\\. 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I EXP. 122-31-09 I rwro:LEC SCALE'AS NOTED 2550 SW Hillsboro HHIsboro,Or 97123-9379 SOUTH AREA cwa REV DATE - orer - ArPD - DESCRIPTION egos rnd R.8112 ENGR avow • - ---•••1111111111111111 • Y - MAY BE USED SHORT TERM WITH UTILITY WORK AND WITH V. PHASING OF DEVELOPMENT ma fU4DE•IiORIMMW I ON oES GN CATER.SEE 0_01•OF CLEM RATER WM:0EROSION C P t rcM I ANGLE FILTER FABRIC I.E i1, ll PUMNNG AND OMEN MALL, I FENCE TO ASSURE 5011 IS TRPED N•.! . ... •.0:,...E••••••.••.:::viii \ \ \ .. R CURB INLET INTERLOCKED 2'x Y POSTS 12.o(R ANO ATTACH VIEW OR SWIS. 1s 4 SE STITCHED 2%2' LOOPS �'�„�MM OVER z-.z-POSTS NOTES: 1 *bp. 1. BURY BOTRNI R FlLIER FABMC s /� u EeRneAUr BEtow nN�a�awc.21•d•!' 1I :. Y.Y m!PINE at sree. . �:i.PRIP5t4. I G.: a.:YLMRn–nom ..�,1�N–– — v0_ '. ACCORD..TO ESP W ?r.. I :•I:::::::' hlrn,rte PROFILE DETAE ND.R♦D i. i PP. •1 WM.REWIRED O TOE OF SLOPE. Y:iY.}• •} }}• ? Yi}••}1 Y•?•ki..e..94 k PLASTIC SHEETING ` 2%:s3}tk4i?-0,?t.Yi h4{3a±a} FL ER FABRIC MA ERIAL ,��/ X'..>v ,.• iva£ ;c SC ,'?. 36”HIDE ROLLS NOTES: N +:£ '',•%t;f% :i,.,'':?::,,::::,,...:',•84;,..;4 1.MINIMUM 12.OVERLAP OF ALL SEAMS REQUIRED. R•. \ ` ��N'"•'''Oi e AREA DRAIN _�iri.!!!/i1��///i�� G!� 2.BARRIER REQUIRED O 10E OF STOCK PILE. 3. COVERING MANTANED TIGHTLY IN PLACE • I I I I BY USING SANDBAGS OR TIRES ON ROPES VOTE A U 8'MAXIIIUM SPACING U FOR RATNER r11rORAASON MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. ON DESIGN CMTENN SEE CHAPTER•OF CLEAN MATER FRONT VIEW CHANCES EROSION PRENI01DOn O BIOFILTER BAG INLET BARRIER 115 KANN.MIAMI DESCH PLANNING AHD CORM MANUAL. NTS EC-2 EC-3 PLASTIC SHEETING CleanWater Services SEDIMENT FENCE aeanWater Services SENSED I}-ON 04A....il...r N•NA. hrs...Un.AN it.1..r. • • • DRAINING NO.B10 DRAAANG NO 675 MEMO 12-oe II sFSP°b♦ 1 , '' `';..fie. TP ,:-1',:: .A. CLEAN PR RUN OR l•-S•CLEW ROCx L 6 1¢6 SUBGIADE REINFORCEMENT } CEOTESTILE.AS REQUIRED J 1*' C w. oEVrN •20 NN FOR SINGLE FANALY ANC OWL.RE5DFMUl MARL CONSIRUCTIW ENTRANCE CURS RAMA ....TRENT YY. 111. >A:#7g//////'\<,',//\,i/ Ldp/i/i NOTES: 1. M EMMNCE SOIL E 4M000ENEO IN A 05010ON TINT MILL PRMET TWANG OR RGMIG Of SEDILENT 01110 P1IBLIC RGNI.Of-SASS_1I.5 MAY REDI.E TOP DRESS...ISVAM AND/OR CLEAN OUT OF ANY MEASURES use)To TRAP 5EUM011 2. 001 NECESSARY.MNEELS s11.&BE CLEANED POOR To E.T.ANCE VI10 PURUC RAOHr-OF-NA, S MEN•ASKING IS REWIRED.IT 51104E E DOPE ON AN AREA 51AE4.12E0 0MIM CIUSIED VOTE THAT ORAIMS INTO AN APPROVED SHAME.TRAP OR 500051 ENSIN. A. WERE RUNOFT COIITMNNG SUMMIT 10001 MATER IS LEANING 101 SITE AN TNE COMSTRUCIID.I onum E.011cs 10051 E5 MM.E MREIENTED 10 CAPER RUNpT 1100U0N AN APPKNEO ALTERING SYSTEM. 4 GIA LEO SN 20 LORD 21 20'MICE R-DEEP OF Y.-MINUS CLEAN GOMEEIGISL 50'LONG BY 20' ITS 3-C CLEAN 5401f. FOR(501.R INOUMARON GOVCRN1 AUTNOROY MAY REOURE GEOTLXIXC FABRIC TO 01 DESIGN c1 FA SEE PREVENT SUB-SOE.PU1gNG 010P-FR•C WEAN RATER SERMCES FN090N PREAEMICM AID SEONMT MOTH. PLANNINo 410 0ESW NANO, CONSTRUCTION ENTRANCE CeanWater'Services ai Mall Drawing 555 REVISED 12-08 Out....I0O1•1I.M..,. a CO , FFIP at pl • •4 1 .... If' PRaNAME. ' •�+ DRN SRR ORK3 SKEET TITLE. $MEET 24 OF.24 OWO f . c ��Fp DATE CIVIL a os■L JAB Dm R EC-4 DA°E 5/13/09 C.O+ to THIS BAR IS ONE INCH aeariWater $eryices CH2MHILL EROSION AND EC-4 Z c21E:cup CAD FIElk dn05c501_383498.dpn WHEN DRAWING IS FULL Our commitment is elm SEDIMENT CONTROL PLC IF Z - SCALE. 0 DATE CAD SW DESCRIPTION I LEI APPD LEC 8CALE AS NOTED DETAILS cws EXP. 12-31-09 LT. REVS DATE DEW APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,012900 97123-9379 PROJe 6112 MGR STAMP