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U s e r : A L L I S O N L U K E N S P l o t D a t e : 1 / 1 3 / 2 0 2 2 6 : 4 1 P M COVER G-01NTS01 AE L JL MD H GENERAL LOCATION AND VICINITY MAPS DRAWING INDEX p w : \ \ k j c e - p w . b e n t l e y . c o m : k j c e - p w \ D o c u m e n t s \ C l i e n t s \ T i g a r d , C i t y o f O R \ P r o j e c t s \ P R V S t a t i o n D e s i g n _ 2 0 7 6 0 1 3 . 0 0 \ 1 0 - D e s i g n \ 1 0 . 0 6 - D r a w i n g s \ G e n e r a l \ 2 0 7 6 0 1 3 . 0 0 - G - 0 1 26 EU G E N E FA L L S CA L I F O R N I A ME D F O R D BR O O K I N G S GR A N T S PA S S KL A M A T H P A C I F I C CO O S BA Y 5 39 5 10 1 97 O C E A N BE N D SA L E M LI N C O L N CI T Y 26 97 CA N N O N B E A C H 84 WA S H I N G T O N AS T O R I A 95 I D A H O BA K E R 26 39 5 84 CI T Y PE N D L E T O N PR O J E C T SI T E PR O J E C T SI T E DRAWING INDEX SHT#DWG#SHEET TITLE GENERAL 01 G - 0 1 C O V E R , G E N E R A L L O C A T I O N A N D V I C I N I T Y M A P S , D R A W I N G I N D E X 02 G - 0 2 G E N E R A L E Q U I P M E N T D E S I G N A T I O N S A N D P R O C E S S I D E N T I F I C A T I O N C O D E S CIVIL 03 C - 0 1 G E N E R A L C I V I L A B B R E V I A T I O N S A N D N O T E S 04 C - 0 2 G E N E R A L C I V I L L E G E N D 05 C - 0 3 P R V V A U L T - S I T E P A V I N G A N D G R A D I N G P L A N A N D S E C T I O N 06 C - 0 4 P R V V A U L T - Y A R D P I P I N G P L A N 07 C - 0 5 P R V V A U L T - P L A N A N D S E C T I O N 08 C - 0 6 C I V I L D E T A I L S I 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . TI G A R D S W R O Y R O G E R S R D S W R I V E R T E R R A C E B L V D PO R T L A N D © GO O G L E M A P S 2 0 2 1 SW B U L L M O U N T A I N R D CI T Y O F T I G A R D TI G A R D , O R E G O N RO S H A K R I D G E P R V PR O J E C T N O . - C I P 2 0 2 1 - 9 6 0 4 0 VI C I N I T Y M A P LO C A T I O N M A P SC A L E : N T S SC A L E : 1 " = 5 0 0 ' OCTOBER 2025 If t h e b o r d e r i s b a s e d o n a c l i e n t s t a n d a r d o r p th e t i t l e b l o c k e l e m e n t s m a y n e e d t o b e s h i f t e d \\kj c . l o c a l \kj c -ro o t \Re a d o n l y \CA D S t d s \_K e n n 20 1 8 \Au t o C A D \Bl o c k s \GN R L -SY M B .d w g U s e r : A L L I S O N L U K E N S P l o t D a t e : 1 / 1 3 / 2 0 2 2 6 : 4 1 P M GENERAL EQUIPMENT DESIGNATIONS G-02NTS02 AE L JL MD H AND PROCESS IDENTIFICATION CODES p w : \ \ k j c e - p w . b e n t l e y . c o m : k j c e - p w \ D o c u m e n t s \ C l i e n t s \ T i g a r d , C i t y o f O R \ P r o j e c t s \ P R V S t a t i o n D e s i g n _ 2 0 7 6 0 1 3 . 0 0 \ 1 0 - D e s i g n \ 1 0 . 0 6 - D r a w i n g s \ G e n e r a l \ 2 0 7 6 0 1 3 . 0 0 - G - 0 2 NO T E S GE N E R A L 1. T H I S P R O J E C T I S W I T H I N C I T Y O F T I G A R D R I G H T O F W A Y . C O N T R A C T O R S H A L L CO N F O R M T O C I T Y O F T I G A R D E N C R O A C H M E N T P E R M I T A N D R E Q U I R E M E N T S . 2. A L L W O R K S H A L L B E P E R F O R M E D I N A C C O R D A N C E W I T H O D O T S T A N D A R D S A N D AP P L I C A B L E A W W A S T A N D A R D S . 3. A P R E - E X I S T I N G S I T E C O N D I T I O N V I D E O S H A L L B E P R O V I D E D B Y T H E C O N T R A C T O R AN D S H A L L S H O W E X I S T I N G C O N D I T I O N S O F A L L C O N C R E T E , A S P H A L T , L A N D S C A P E D AR E A S , B U I L D I N G E X T E R I O R , E T C . S U R R O U N D I N G T H E C O N S T R U C T I O N A R E A S . V I D E O SH A L L B E S U B M I T T E D T O T H E O W N E R P R I O R T O B R E A K I N G G R O U N D . T H E CO N T R A C T O R S H A L L T A K E A L L P R E C A U T I O N A R Y M E A S U R E S N E C E S S A R Y T O P R O T E C T EX I S T I N G I M P R O V E M E N T S W H I C H A R E T O R E M A I N I N P L A C E F R O M D A M A G E . A L L IM P R O V E M E N T S D A M A G E D B Y T H E C O N T R A C T O R ' S O P E R A T I O N S S H A L L B E EX P E D I T I O U S L Y R E P A I R E D O R R E C O N S T R U C T E D A T T H E C O N T R A C T O R ' S E X P E N S E WI T H O U T A D D I T I O N A L C O M P E N S A T I O N . 4. C O N T R A C T O R S H A L L R E S T O R E A L L S U R V E Y M O N U M E N T S T H A T A R E D A M A G E D O R DE S T R O Y E D D U R I N G C O N S T R U C T I O N . 5. O B S E R V A T I O N S O F W O R K I N P R O G R E S S D U R I N G S I T E V I S I T S S H A L L N O T A L T E R T H E RE Q U I R E M E N T S O F T H E C O N T R A C T D O C U M E N T S . 6. C O N T R A C T O R S H A L L L I M I T S I T E O P E R A T I O N S A N D S T A G I N G O F M A T E R I A L T O T H E WO R K A R E A A S D E F I N E D O N T H E D R A W I N G S . UT I L I T I E S 1. L O C A T I O N S O F U N D E R G R O U N D U T I L I T I E S S H O W N O N T H E D R A W I N G S W E R E O B T A I N E D FR O M A V A I L A B L E R E C O R D S A N D A R E S H O W N I N T H E I R A P P R O X I M A T E L O C A T I O N . TH E R E I S N O G U A R A N T E E T H A T A L L E X I S T I N G P I P E L I N E S A N D O B S T R U C T I O N S A R E SH O W N O R T H A T L O C A T I O N S I N D I C A T E D A R E A C C U R A T E . P R I O R T O T H E S T A R T O F CO N S T R U C T I O N , T H E C O N T R A C T O R S H A L L D E T E R M I N E A C T U A L L O C A T I O N A N D EL E V A T I O N O F A L L E X I S T I N G U T I L I T I E S I N T H E A R E A S O F N E W C O N S T R U C T I O N . 2. T H E C O N T R A C T O R S H A L L T A K E A L L P R E C A U T I O N A R Y M E A S U R E S N E C E S S A R Y T O PR O T E C T A L L R E M A I N I N G E X I S T I N G U T I L I T I E S W H E T H E R S H O W N O R N O T S H O W N . 3. P R I O R T O A N Y C O N N E C T I O N T O A N E X I S T I N G U T I L I T Y , T H E C O N T R A C T O R S H A L L CO O R D I N A T E W I T H T H E U T I L I T Y O W N E R . 4. P R I O R T O A N Y E X C A V A T I O N I N T H E V I C I N I T Y O F A N Y E X I S T I N G U N D E R G R O U N D FA C I L I T I E S , I N C L U D I N G A L L W A T E R , S E W E R , S T O R M D R A I N , G A S , P E T R O L E U M PR O D U C T S , O R O T H E R P I P E L I N E S ; A L L B U R I E D E L E C T R I C P O W E R , C O M M U N I C A T I O N S , OR T E L E V I S I O N C A B L E S ; A L L T R A F F I C S I G N A L A N D S T R E E T L I G H T I N G F A C I L I T I E S ; A N D AL L R O A D W A Y , S T A T E H I G H W A Y , A N D R A I L R O A D R I G H T S - O F - W A Y , T H E C O N T R A C T O R SH A L L N O T I F Y T H E R E S P E C T I V E A U T H O R I T I E S R E P R E S E N T I N G T H E O W N E R S O R AG E N C I E S R E S P O N S I B L E F O R S U C H F A C I L I T I E S T O F A C I L I T A T E A T I M E L Y M A N N E R O F WO R K S O T H A T A R E P R E S E N T A T I V E O F S A I D O W N E R S O R A G E N C I E S C A N B E P R E S E N T DU R I N G S U C H W O R K I F T H E Y S O D E S I R E . I N T H E C A S E O F T H E U N D E R G R O U N D U T I L I T Y SE R V I C E A L E R T C E N T E R , T H I S N O T I C E W I L L G I V E T H E M T I M E T O M A R K T H E L O C A T I O N OF T H E U T I L I T I E S . T H E C O N T R A C T O R S H A L L A L S O N O T I F Y U N D E R G R O U N D S E R V I C E S AL E R T ( U S A ) A T ( 8 1 1 ) I N A C C O R D A N C E W I T H T H E S P E C I F I C A T I O N S T O F A C I L I T A T E A TI M E L Y M A N N E R O F W O R K , P R I O R T O S U C H E X C A V A T I O N . SY M B O L O G Y NE W EX I S T I N G FU T U R E EX I S T I N G L I N E A R E L E M E N T S T O B E RE M O V E D O R D E M O L I S H E D EX I S T I N G N O N - L I N E A R E L E M E N T S T O B E RE M O V E D O R D E M O L I S H E D CE N T E R L I N E NA T I V E E A R T H ( I N S E C T I O N ) EN G I N E E R E D F I L L ( I N S E C T I O N ) 1 P L 0 /+-A A-13A C-5605C-151 C-41DETAIL TITLE SCALE A-5ASECTION TITLE SCALE A A-92 A-32INTERIOR ELEVATION A SCALE SCALE: #/#" = 1'-0"C-5605 STANDARD DETAIL TITLE REV 00SUB-TITLE MA T C H L I N E BR E A K L I N E NO T E S ( C O N T I N U E D ) MA T C H L I N E C O N T I N U E D O N S H E E T _ _ _ CROSS-REFERENCING SYMBOLS CE N T E R L I N E PL A T E DI A M E T E R AP P R O X I M A T E L Y AN G L E WA T E R / F L U I D S U R F A C E L C SH E E T K E Y N O T E CA L L O U T S A N D S H O R T H A N D S Y M B O L S RE V I S I O N S Y M B O L S CL O U D E D A R E A I N D I C A T E S C H A N G E D IN F O R M A T I O N ; N U M B E R I N T R I A N G L E IN D I C A T E S T H E D R A W I N G V E R S I O N A N D MA T C H E S W I T H R E V I S I O N I N F O R M A T I O N IN T H E R E V I S I O N B L O C K W I T H I N T H E DR A W I N G B O R D E R GR A T I N G ( I N P L A N ) CH E C K E R P L A T E ( I N P L A N ) MA S O N R Y ( I N S E C T I O N ) DETAIL NUMBER DETAIL NUMBER SHEET ON WHICH DETAIL IS DRAWNSHEET ON WHICH DETAIL IS CALLED OUT SECTION LETTER SECTION LETTER SHEET ON WHICH SECTION IS DRAWNSHEET ON WHICH SECTION IS CUT STANDARD DETAIL NUMBER STANDARD DETAIL NUMBERELEVATION NUMBER ELEVATION NUMBER SHEET ON WHICH ELEVATION IS DRAWNSHEET ON WHICH ELEVATION IS CALLED OUT NOTE STANDARD DETAILS ARE LOCATED WITHIN THEIR RESPECTIVE DISCIPLINE, IMMEDIATELY FOLLOWING THE GENERAL ABBREVIATIONS, NOTES, AND LEGEND SHEETS.CDBA-92OR 1 ## - # # BU I L D I N G G R I D L A B E L O R A C C E S S O R Y N U M B E R DO O R RO O M WA L L WI N D O W XX X ## ## - # # 1 CR O S S I N G U T I L I T I E S UT I L I T Y C R O S S I N G UN D E R N E A T H UT I L I T Y C R O S S I N G OV E R LETTERS USED WHEN MORE THAN ONE ELEVATION IS DRAWN WITHIN A SINGLE ROOMFOUND ON DRAWING WHERE DETAIL,SECTION, OR ELEVATION IS CALLED OUTFOUND ON DRAWING WHERE DETAIL,SECTION, OR ELEVATION IS DRAWN NO R T H A R R O W 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . OCTOBER 2025 If t h e b o r d e r i s b a s e d o n a c l i e n t s t a n d a r d o r p th e t i t l e b l o c k e l e m e n t s m a y n e e d t o b e s h i f t e d \\kj c . l o c a l \kj c -ro o t \Re a d o n l y \CA D S t d s \_K e n n 20 1 8 \Au t o C A D \Bl o c k s \GN R L -SY M B .d w g U s e r : A L L I S O N L U K E N S P l o t D a t e : 1 / 1 3 / 2 0 2 2 6 : 4 1 P M GENERAL CIVIL ABBREVIATIONS AND NOTES C-01NTS03 AE L JL MD H p w : \ \ k j c e - p w . b e n t l e y . c o m : k j c e - p w \ D o c u m e n t s \ C l i e n t s \ T i g a r d , C i t y o f O R \ P r o j e c t s \ P R V S t a t i o n D e s i g n _ 2 0 7 6 0 1 3 . 0 0 \ 1 0 - D e s i g n \ 1 0 . 0 6 - D r a w i n g s \ C i v i l \ 2 0 7 6 0 1 3 . 0 0 - C - 0 1 AB B R E V I A T I O N S CI V I L N O T E S PI P I N G 1. T H E C O N T R A C T O R S H A L L C O M P L Y W I T H T H E S T A T E D E P A R T M E N T O F HEALTH SERVICES CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS. 2. T H E C O N T R A C T O R S H A L L A D J U S T A L L V A L V E B O X E S , P U L L B O X E S , A N D MANHOLES TO FINISHED GRADE UNLESS OTHERWISE SHOWN OR SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET ONE FOOT ABOVE GRADE. APPROXIMATE RIM ELEVATIONS ARE SHOWN ON DRAWINGS. 3. P R I O R T O S U B M I T T A L O F P I P E S H O P D R A W I N G S , V E R I F Y T H E I N V E R T ELEVATION, ALIGNMENT, OUTSIDE DIAMETER, LOCATION, AND MATERIAL OF ALL EXISTING PIPELINES TO WHICH NEW PIPELINES WILL BE CONNECTED. 4. T H E P I P E S T A T I O N I N G S H O W N O N C O N S T R U C T I O N P L A N S I S T H E HORIZONTAL PROJECTION OF THE PIPE CENTERLINE BETWEEN THE MAHOLES, POINTS OF INFLECTION, AND/OR CENTER OF FITTINGS. L C P L+- FO O T , F E E T IN C H , I N C H E S PO U N D , N U M B E R PE R C E N T AN D AT AP P R O X I M A T E L Y CE N T E R L I N E PL A T E LE S S T H A N EQ U A L S GR E A T E R T H A N DE F L E C T I O N AN G L E DE G R E E ( - S ) ( A N G U L A R ) AM E R I C A N A S S O C I A T I O N O F S T A T E H I G H W A Y T R A N S P O R T A T I O N O F F I C I A L S AG G R E G A T E B A S E , A N C H O R B O L T ( - S ) AB A N D O N ( - E D ) AC R Y L O N I T R I L E - B U T A D I E N E - S T Y R E N E AS P H A L T I C C O N C R E T E AS B E S T O S C E M E N T P I P E AM E R I C A N S W I T H D I S A B I L I T I E S A C T AD D I T I O N A L AD J U S T ( - E D , - M E N T , - A B L E ) AV E R A G E D R Y W E A T H E R F L O W AC R E - F E E T AG G R E G A T E AL T I T U D E AL U M I N U M AN C H O R AP P R O X I M A T E ( - L Y ) AR C H I T E C T ( - U R A L ) AM E R I C A N S O C I E T Y O F C I V I L E N G I N E E R S AS P H A L T AS S E M B L Y AM E R I C A N S O C I E T Y F O R T E S T I N G A N D MA T E R I A L S AV E N U E AV E R A G E AD V A N C E D W A T E R T R E A T M E N T AM E R I C A N W A T E R W O R K S A S S O C I A T I O N BO T T O M O F W A L L BE G I N N I N G O F H O R I Z O N T A L C U R V E BE G I N C U R B R E T U R N BL I N D F L A N G E BA C K F L O W P R E V E N T E R BU I L D I N G BL O C K ( - S ) BE N C H M A R K BL O W O F F BA C K O F C U R B BO T T O M BE G I N N I N G O F V E R T I C A L C U R V E CU R V E CE N T E R - T O - C E N T E R CA L C U L A T I O N ( S ) CA B L E T V CA T C H B A S I N CE M E N T CU B I C F E E T P E R S E C O N D CH A N N E L CA S T I R O N CA S T I R O N P I P E CA S T I R O N S O I L P I P E CO N S T R U C T I O N J O I N T CL E A R ( - A N C E ) CO N T R O L L E D L O W S T R E N G T H M A T E R I A L CE M E N T M O R T A R C O A T E D CE M E N T M O R T A R L I N E D CE M E N T M O R T A R L I N E D A N D C O A T E D CO R R U G A T E D M E T A L P I P E CO N C R E T E M A S O N R Y U N I T CO N T R O L J O I N T CE N T E R CL E A N O U T CO L U M N CO N C R E T E CO N N E C T ( - E D , - S , - I O N ) CO N S T R U C T I O N CO N T I N U ( - E D , - O U S , - A T I O N ) CO R P O R A T I O N CL E A N O U T T O G R A D E CO N T R O L P O I N T , C A T H O D I C P R O T E C T I O N CO U P L I N G CH L O R I N T A T E D P O L Y V I N Y L C H L O R I D E CR U S H E D R O C K CO N T R O L CA T H O D I C T E S T S T A T I O N CU B I C F O O T , C U B I C F E E T CU B I C Y A R D ( - S ) DO U B L E C H E C K A S S E M B L Y ( T W I N E L E M E N T C H E C K V A L V E ) DE F L E C T I O N DE G R E E ( - S ) DE M O L I S H DE P A R T M E N T DU C T I L E I R O N , D R O P I N L E T DI A M E T E R DI A G O N A L DI A P H R A G M DI M E N S I O N ( - S ) DU C T I L E I R O N P I P E DI S C H A R G E DI S T R I B U T I O N '"#%&@ <=>∆∠°AA S H T O AB AB A N ( - D ) AB S AC AC P AD A AD D I T AD J AD W F AF AG G AL T D AL U M AN C AP P R O X AR C H AS C E AS P H AS S Y AS T M AV E AV G AW T AW W A B/ W BC BC R BF BF P BL D G BL K BM BO BO C BO T BV C C C/ C CA L C ( S ) CA T V CB CE M CF S CH A N CI CI P CI S P CJ CL R CL S M CM C CM L CM L & C CM P CM U CN J CN T R CO CO L CO N C CO N N CO N S T CO N T CO R P CO T G CP CP L G CP V C CR CT R L CT S CU F T CU Y D DC A DE F L DE G DE M O DE P T DI DI A DI A G DI A P H DI M ( - S ) DI P DI S C H DI S T R DE A D L O A D DO W N DI S S O L V E D O X Y G E N DR A I N DO W N S P O U T DE T A I L ( - S ) DR A W I N G ( - S ) EA S T , E X I S T I N G EA C H EN D O F H O R I Z O N T A L C U R V E EC C E N T R I C EP O X Y C O A T E D EN D C U R B R E T U R N EA C H F A C E EF F I C I E N C Y EF F L U E N T EX I S T I N G G R A D E EN E R G Y G R A D E L I N E EL E V A T I O N , E P O X Y L I N E D EP O X Y L I N E D A N D C O A T E D EL E C T R I C ( - A L ) EL B O W EM E R G E N C Y EN C L O S U R E EN G I N E E R ED G E O F P A V E M E N T EN V I R O N M E N T A L P R O T E C T I O N AG E N C Y EQ U A L ( - L Y , - I Z A T I O N ) EQ U I P M E N T ES T I M A T E ( - D ) ET C E T E R A EL E C T R O L Y S I S T E S T S T A T I O N EN D O F V E R T I C A L C U R V E EA C H W A Y EX C A V A T E EX H A U S T EX I S T I N G EX P A N S I O N EX T E R N A L FA C T O R Y FA C I L I T ( - Y , - I E S ) FL E X I B L E C O U P L I N G FL A N G E C O U P L I N G A D A P T E R FL O O R C L E A N O U T FL O O R D R A I N FE E D E R FI N I S H E D F L O O R FI N I S H E D F L O O R E L E V A T I O N FI N I S H E D G R A D E FI R E H Y D R A N T FI G U R E FI N I S H ( - E D ) FL O W L I N E FL E X I B L E FL A N G E ( - D ) FL O C C U L A T I O N FL O O R FL O W M E T E R FI B E R O P T I C FE E T P E R S E C O N D FI B E R G L A S S R E I N F O R C E D P L A S T I C FI N I S H E D S U R F A C E FO O T , F E E T FO O T I N G FU T U R E GA U G E GR A N U L A R A C T I V A T E D C A R B O N GA L L O N ( - S ) GA L V A N I Z E D GA S O L I N E GR A D E B R E A K GA L V A N I Z E D I R O N GR O U N D GA L L O N S P E R D A Y GA L L O N S P E R H O U R GA L L O N S P E R M I N U T E GR O U N D - P E N E T R A T I N G R A D A R GR A T E GU A R D R A I L GA L V A N I Z E D S T E E L HI G H , H E I G H T HY D R O G E N P E R O X I D E HY D R O G E N S U L F I D E SU L F U R I C A C I D HO S E B I B HI G H D E N S I T Y P O L Y E T H Y L E N E HY D R A U L I C G R A D E L I N E HA N D H O L E HO L L O W M E T A L HO R I Z O N T A L HO R S E P O W E R HI N G E P O I N T HI G H P O I N T HO U R ( - S ) HE I G H T HE A T I N G , V E N T I L A T I N G , A N D A I R C O N D I T I O N I N G HI G H W A T E R L E V E L HI G H W A Y HY D R A U L I C IN S T R U M E N T A T I O N A N D C O N T R O L IN S I D E D I A M E T E R DL DN DO DR DS DT L ( - S ) DW G ( - S ) E EA EC EC C EC D EC R EF EF F I C EF F L EG EG L EL EL & C EL E C EL L EM E R G EN C L EN G R EP EP A EQ EQ P M ES T ET C ET S EV C EW EX C EX H EX I S T EX P EX T FA C FA C I L FC FC A FC O FD FD R FF FF E FG FH FI G FI N FL FL E X FL G FL O C FL R FM FO FP S FR P FS FT FT G FU T GA GA C GA L GA L V GA S GB GI GN D GP D GP H GP M GP R GR GR L GS H H2 O 2 H2 S H2 S O 4 HB HD P E HG L HH HM HO R Z HP H- P HP T HR ( S ) HT HV A C HW L HW Y HY D I& C ID IN V E R T E L E V A T I O N IN C H ( - E S ) IN F L U E N T IN S T R U M E N T ( - A T I O N ) IN V E R T IR O N P I P E S I Z E IR R I G A T I O N IS O L A T ( - E , - I O N ) IO N E X C H A N G E JU N C T I O N B O X JO I N T LE N G T H , L I N E LA T E R A L PO U N D ( - S ) PO U N D ( - S ) P E R S Q U A R E F O O T LI N E A R F E E T LO N G LI P O F G U T T E R LI V E L O A D LO C A T I O N LO W P O I N T LI Q U I F I E D P E T R O L E U M G A S ( P R O P A N E O R B U T A N E A S N O T E D ) LO N G R A D I U S LE F T T U R N LI G H T I N G LO W W A T E R L E V E L MA X I M U M MO T O R C O N T R O L C E N T E R ME C H A N I C A L MI C R O F I L T R A T I O N MA N U F A C T U R E R MI L L I O N G A L L O N ( - S ) MI L L I O N G A L L O N S P E R D A Y MA N H O L E ON E - T H O U S A N D T H O F A N I N C H MI N I M U M MI S C E L L A N E O U S ME C H A N I C A L J O I N T MO D I F ( - Y , - I C A T I O N S ) MO N U M E N T MI L E S P E R H O U R ME C H A N I C A L L Y S T A B I L I Z E D E A R T H MO U N T ( - E D , - I N G ) ME T A L NO R T H NO T A P P L I C A B L E NO R T H A M E R I C A N D A T U M SO D I U M H Y P O C H L O R I T E SO D I U M H Y D R O X I D E NO R T H A M E R I C A N V E R T I C A L D A T U M NO R T H E A S T NA N O F I L T R A T I O N NO T F O R C O N S T R U C T I O N NA T U R A L G A S AM M O N I A NO T I N C O N T R A C T NU M B E R NO M I N A L NO R M A L NA T I O N A L P I P E T H R E A D NO T T O S C A L E NO R T H W E S T NO R M A L W A T E R L E V E L OZ O N E ON C E N T E R OU T S I D E D I A M E T E R OV E R F L O W OR I G I N A L G R O U N D OP E N I N G ( - S ) OR I G I N A L PN E U M A T I C , P I P E PR O P E R T Y L I N E PE R F O R A T E D A S B E S T O S C E M E N T P I P E PI E C E ( - S ) , P H O T O C E L L , P O I N T O F C U R V E ( B E G I N C U R V E ) PO I N T O F C O M P O U N D C U R V E PR E T E N S I O N E D C O N C R E T E C Y L I N D E R PI P E PR E S S U R E C L E A N O U T PR E S S U R I Z E D C L E A N O U T T O G R A D E PO L Y E T H Y L E N E PE R C O L A T ( - E , - I O N ) PE R F O R A T ( - E , - E D , - E S , - A T I O N ) PR O F I L E PO R T L A N D G E N E R A L E L E C T R I C PO I N T O F I N T E R S E C T I O N PR O J E C T M A N A G E R PO T A B L E PO W E R P O L E PA I R PR E S S U R E PR O P E R T Y PR O T E C T ( - O R ) PR E S S U R E R E L I E F V A L V E , P R E S S U R E R E D U C I N G V A L V E PO U N D S P E R S Q U A R E F O O T PO U N D S P E R S Q U A R E I N C H PI P E S L E E V E PU M P S T A T I O N PR E S S U R E S U S T A I N I N G V A L V E IE IN IN F L IN S T R IN V IP S IR R G IS O IX JB JT L LA T LB ( - S ) LB ( - S ) / S F LF LG LI P LL LO C LP LP G LR LT LT G LW L MA X MC C ME C H MF MF R MG MG D MH MI L ( - S ) MI N MI S C MJ MO D ( - S ) MO N MP H MS E MT ( - D , - G ) MT L N N/ A NA D NA O C L NA O H NA V D NE NF NF C NG NH 3 NI C NO NO M NO R M NP T NT S NW NW L O3 OC OD OF OG OP N G ( - S ) OR I G P P/ L PA C P PC ( - S ) PC C PC C P PC O PC O T G PE PE R C PE R F PF PG E PI PM PO T PP PR PR E S S PR O P PR O T PR V PS F PS I PS L PS T A PS V PO I N T O F T A N G E N T ( E N D C U R V E ) , P R E S S U R E - T R E A T E D , P O I N T ( - S ) PO L Y V I N Y L C H L O R I D E , P O I N T O F V E R T I C A L C U R V E PO I N T O F V E R T I C A L I N T E R S E C T I O N PA V E M E N T PO I N T O F V E R T I C A L T A N G E N C Y PO T A B L E W A T E R PO W E R PE A K W E T W E A T H E R F L O W PR E S S U R E Z O N E RA D I U S RI G H T O F W A Y RE I N F O R C E D C O N C R E T E C Y L I N D E R P I P E RE I N F O R C E D C O N C R E T E P I P E RO A D RE D U C E ( - R ) RE G U L A T ( - E , - O R , - I O N , - I N G ) RE I N F O R C ( - E , - E D , - I N G , - E M E N T ) RE Q U I R E D RE Q U I R E M E N T RE S I L I E N T RE S E R V O I R RO O M RO U N D RE V E R S E O S M O S I S RE D U C E D P R E S S U R E P R I N C I P L E RA I L R O A D RI G H T T U R N RO U T E RE T U R N SE W E R , S O U T H SI D E W A L K SU P E R V I S O R Y C O N T R O L A N D D A T A A C Q U I S I T I O N SC H E D U L E ST O R M D R A I N ST O R M D R A I N M A N H O L E SO U T H E A S T SE C T I O N SI G N A L SH E E T SI D E I N L E T SI M I L A R SP A C E ( - S , - D ) SP E C I F I C A T I O N ( - S ) SQ U A R E SQ U A R E F E E T SQ U A R E M I L E S ST A I N L E S S S T E E L , S A N I T A R Y S E W E R EX I S T I N G S A N I T A R Y S E W E R ST R E E T ST A T I O N ST A N D A R D ( - S ) ST E E L ST E A M ST R U C T U R ( - E , - A L ) SU P P O R T ( - S ) SU R F A C E SO U T H W E S T SY M M E T R I C A L SY S T E M TO P A N D B O T T O M TO P O F C O N C R E T E TO P O F P A V E M E N T TO P O F S T E E L TO P O F W A L L TY P E _ _ _ _ _ _ P I P E TY P E _ _ _ _ _ _ S U P P O R T TA N G E N T ( - I A L ) TE M P O R A R Y B E N C H M A R K , T U N N E L B O R I N G M A C H I N E TO T A L D Y N A M I C H E A D TE L E P H O N E TE M P E R A T U R E , T E M P O R A R Y TH I C K ( - E N E D , - E N E R , - N E S S ) TH R O U G H TA N K TO P O G R A P H Y TO T A L , T O T A L I Z E ( R ) TE S T P I T TR E A T M E N T TY P I C A L UN D E R D R A I N UL T R A F I L T R A T I O N UN D E R G R O U N D UN K N O W N UL T R A V I O L E T VA R I E S , V A R I A B L E VE R T I C A L C U R V E VI T R I F I E D C L A Y P I P E VE R T I C A L VA R I A B L E F R E Q U E N C Y D R I V E ( A C ) VE R I F Y I N F I E L D VO L U M E VE R T I C A L P O I N T O F I N T E R S E C T I O N VE N T VE R T I C A L T U R B I N E P U M P VE N T T O R O O F PT ( - S ) PV C PV I PV M T PV T PW PW R PW W F PZ R, R A D R/ W RC C P RC P RD RE D RE G RE I N F RE Q D RE Q T RE S I L RE S V RM RN D RO RP P RR RT RT E RT N S S/ W SC A D A SC H SD SD M H SE SE C T SG N L SH T SI SI M SP C ( - S , - D ) SP E C ( - S ) SQ SQ F T SQ M I SS SS X ST ST A ST D ( - S ) ST L ST M ST R C SU P P SU R F SW SY M SY S T& B T/ C T/ P T/ S T/ W T- _ - P T- _ - S TA N TB M TD H TE L TE M P TH K TH R U TN K TO P O TO T TP TR T M T TY P UD UF UG UN K N UV VA R VC VC P VE R T VF D VI F VO L VP I VT VT P VT R WI D E , W I D T H , W E L D E D , W E S T WI T H WI T H O U T WA T E R B A R WA L L C L E A N O U T WO O D WA T E R M A N H O L E WA T E R P R O O F WA T E R S U R F A C E WE L D E D S T E E L P I P E WA T E R S T O P WE I G H T WA T E R T R E A T M E N T P L A N T WA T E R WA T E R V A L V E WA S T E W A T E R WE L D E D W I R E F A B R I C WE L D E D W I R E M E S H WA S T E W A T E R T R E A T M E N T P L A N T TR A N S F O R M E R YA R D YE A R W W/W/ O WB WC O WD WM H WP WS WS P WS T P WT WT P W WV WW WW F WW M WW T P XF M R YD YR SURVEY NOTES BENCHMARK WASHINGTON COUNTY BENCHMARK NO. 938, A BRASS DISK SET IN CONCRETE, NE CORNER OF INTERSECTION OF SW ROY ROGERS ROAD AND SW BEEF BEND ROAD.ELEVATION DATUM:NGVD 29, ELEVATION = 180.657 SURVEYOR PACIFIC COMMUNITY DESIGN, INC 12564 SW MAIN STREET TIGARD, OR 97223 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . OCTOBER 2025 If t h e b o r d e r i s b a s e d o n a c l i e n t s t a n d a r d o r p th e t i t l e b l o c k e l e m e n t s m a y n e e d t o b e s h i f t e d \\kj c . l o c a l \kj c -ro o t \Re a d o n l y \CA D S t d s \_K e n n 20 1 8 \Au t o C A D \Bl o c k s \GN R L -SY M B .d w g U s e r : A L L I S O N L U K E N S P l o t D a t e : 1 / 1 3 / 2 0 2 2 6 : 4 1 P M GENERAL CIVIL LEGEND C-02NTS04 AE L JL MD H p w : \ \ k j c e - p w . b e n t l e y . c o m : k j c e - p w \ D o c u m e n t s \ C l i e n t s \ T i g a r d , C i t y o f O R \ P r o j e c t s \ P R V S t a t i o n D e s i g n _ 2 0 7 6 0 1 3 . 0 0 \ 1 0 - D e s i g n \ 1 0 . 0 6 - D r a w i n g s \ C i v i l \ 2 0 7 6 0 1 3 . 0 0 - C - 0 2 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . CO R R O S I O N C O N T R O L S Y M B O L S DR A I N A G E S Y M B O L S PI P I N G A N D U T I L I T I E S R O A D W O R K A N D P A V I N G TO P O G R A P H Y A N D M A P P I N G S Y M B O L S GE O T E C H N I C A L S Y M B O L S CONTROL SYMBOLS STRUCTURES SL O P E O N P A V E D S U R F A C E O R P I P E BE R M S L O P E ( H O R Z T O V E R T ) S= 0 . 0 1 2 3 3: 1 P/ L P/ L R/ W R/ W 12 5 MA J O R C O N T O U R S MI N O R C O N T O U R S TO P O F S L O P E TO E O F S L O P E PR O P E R T Y L I N E RI G H T - O F - W A Y L I N E GR A D E B R E A K RI D G E L I N E EA S E M E N T L I N E TE M P O R A R Y E A S E M E N T L I N E R ES M T ES M T TR A I L O R D I R T R O A D FL O W L I N E FL O O D H A Z A R D A R E A ED G E O F W E T L A N D S RA I L R O A D GU A R D R A I L ( P E R M A N E N T ) GU A R D R A I L ( R E M O V A B L E ) VE G E T A T I O N WE L L EX I S T I N G U T I L I T I E S ( S I Z E W H E R E N O T E D ) G N A T U R A L G A S L I N E HP G H I G H P R E S S U R E G A S L I N E LP G L I Q U I D P E T R O L E U M G A S L I N E W W A T E R PW P O T A B L E W A T E R FI R E F I R E S U P P L Y W A T E R L I N E RE W R E C L A I M E D W A T E R UW U T I L I T Y / N O N - P O T A B L E W A T E R IR R G I R R I G A T I O N L I N E SD R S T O R M D R A I N SS , S S X S A N I T A R Y S E W E R , EX I S T I N G S A N I T A R Y S E W E R ST M S T E A M L I N E TE L T E L E P H O N E CO M M C O M M U N I C A T I O N S L I N E FO C F I B E R O P T I C C A B L E CA T V C A B L E T V E P O W E R UN I D U N I D E N T I F I E D AB N D A B A N D O N E D U T I L I T Y BU R I E D S I D E A C C E S S (I N P L A N ) L O C A T E O N S I D E S H O W N BU M P E D H E A D BU R I E D S I D E A C C E S S (I N P R O F I L E ) BL O W O F F (I N P L A N ) L O C A T E O N S I D E S H O W N BL O W O F F (I N P R O F I L E ) FI R E H Y D R A N T (I N P L A N ) FH MH MA N H O L E (I N P L A N ) MA N H O L E (I N P R O F I L E ) MH CL E A N O U T T O G R A D E (I N P L A N ) SO I L B O R I N G L O C A T I O N TE S T P I T L O C A T I O N MO N I T O R I N G W E L L HA Y B A L E / S T R A W W A T T L E SI L T F E N C E ET S EL E C T R O L Y S I S T E S T S T A T I O N CA T H O D I C T E S T S T A T I O N T CT S CA T S IJ T S FP T S CS T S CO R R O S I O N T E S T S T A T I O N CA S I N G T E S T S T A T I O N IN S U L A T I N G J O I N T T E S T S T A T I O N FO R E I G N P I P E L I N E T E S T S T A T I O N CU R R E N T S P A N T E S T S T A T I O N FENCE (CHAIN LINK)FENCE (WOOD)STRUCTURE STRUCTURE (BELOW GRADE)BENCH MARK SITE COORDINATES (SEE TABLE ON DRAWINGS)SITE COORDINATES N XXXXXX E XXXXXX HORIZONTAL CONTROL POINT VERTICAL CONTROL POINT PARCEL INFORMATION LABEL FINISHED ELEVATION/FG EXISTING ELEVATION/EGLIGHT DUTY ASPHALT (IN PLAN AND SECTION)CONCRETE CURB CONCRETE CURB AND GUTTER DRIVEWAY/ACCESS RAMP GE N E R A L C I V I L S Y M B O L S DR O P I N L E T C A T C H B A S I N NOTES:1. P A V I N G P A T T E R N S M A Y O N L Y A P P E A R I N P O R T I O N S O F P A V E D AREAS TO DEFINE LIMITS OF PAVING.2. S E E A L S O G E N E R A L L E G E N D F O R A D D I T I O N A L P A V I N G P A T T E R N S . AV / A R V A L V E (I N P L A N ) L O C A T E O N S I D E S H O W N AV / A R V A L V E (I N P R O F I L E ) PO W E R P O L E XXX.XX FG XXX.XX EG TE M P O R A R Y GU Y L I N E A N D A N C H O R MONUMENT HORIZONTAL AND VERTICAL CONTROL POINT (COMBINED) SI T E O R R E T A I N I N G W A L L MW ## BM-XX #PROTECTIVE BARRIER PROTECTIVE BARRIER (REMOVABLE) MO D E R A T E V A L U E HA B I T A T B O U N D A R Y SI G N EL E C T R I C V A U L T CONCRETE 12 5 12 5 EX I S T I N G M A J O R C O N T O U R S EX I S T I N G M I N O R C O N T O U R S 12 5 W ST O R M D R A I N M A N H O L E EX I S T I N G S E W E R M A N H O L E WA T E R V A L V E ST O R M O P E N G R A T E S G HP G LP G W PW FI R E RE W UW IR R G SD R SS ST M TE L CO M M FO C CA T V E UN I D AB N D SS - S S X REPLANT AREA AGGREGATE BASE OR STRUCTURAL BACKFILL 1-1/2" DRAIN ROCK GEOTECHNICAL FABRIC LA N D S C A P I N G BAGATELLE DWARF JAPANESE BARBERRY/BERBERIS THUNBERGII 'BAGATELLA': 3 GAL CASSIAN'S CHOICE FOUNTAIN GRASS /PENNISETUM ALOPECUROIDES 'CASSIAN'S'':1 GAL SY M B O L C O D E C O M M O N N A M E / B O T A N I C A L N A M E : SIZE AND DESCRIPTIONVAULT HATCH FOUN WA T E R EXISTING SIDEWALK OCTOBER 2025 If t h e b o r d e r i s b a s e d o n a c l i e n t s t a n d a r d o r p th e t i t l e b l o c k e l e m e n t s m a y n e e d t o b e s h i f t e d \\kj c . l o c a l \kj c -ro o t \Re a d o n l y \CA D S t d s \_K e n n 20 1 8 \Au t o C A D \Bl o c k s \GN R L -SY M B .d w g R/ W R/ W R/ W R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L PG E 57 7 P G E 5 1 0 6 C- 0 3B 3 2 3 3 2 4 3 3 0 3 2 7 3 2 8 3 2 9 32 7 32 8 32 9 31 9 3 2 0 321 32 6 3 2 2 ( E ) P L A N T E R S T R I P 5 ' - 1 1 " (E ) C O N C P A T H (E ) E A S E M E N T L I N E 3 3 5 3 3 1 3 3 2 3 3 3 3 3 4 3 3 6 3 3 7 3 3 32 9 . 8 2 E G 32 3 . 4 1 E G 32 2 . 1 0 E G 32 0 . 2 2 E G 31 9 . 6 6 E G (E ) S I D E W A L K SW R I V E R T E R R A C E B O U L E V A R D 32 3 32 4 32 5 3 2 1 1 0 7 ' - 7 " PR O V I D E I N L E T PR O T E C T I O N , PE R D E T A I L 6/ C - 0 6 ( E ) S I D E W A L K N 6 4 6 2 1 4 . 2 6 E 7 5 9 8 9 7 5 . 8 0 3 2 5 3 2 6 27 ' - 6 " A B B I E H GF E C D N 6 4 6 2 0 3 . 4 1 E 7 5 9 8 9 6 9 . 8 5 3 2 5 32 2 3 2 4 3 2 3 32 1 32 2 10 ' - 1 0 1 / 4 " 2' 2' 2' H 2 ' ( E ) E A S E M E N T L I N E N 6 4 6 2 3 0 . 6 9 E 7 5 9 8 9 9 6 . 6 2 4 1 ' - 3 " N 6 4 6 2 3 1 . 2 7 E 7 5 9 8 9 4 0 . 3 4 N 6 4 6 1 7 4 . 8 2 E 7 5 9 8 9 9 6 . 6 2 N 6 4 6 1 5 7 . 7 4 E 7 5 9 8 9 8 8 . 2 8 30 0 31 0 32 0 33 0 34 0 35 0 300310320330340350 0 1 0 2 0 3 0 4 0 5 0 0 -10 -20 -30 -40 -5 0 8" W CL = 314.89 2'-0"PRV VAULT FINISH GRADE (E) SIDEWALK R/WR/W SW RIVER TERRACE BLVD 12" AGREGATE BASE(E) GRADE (E) CURBEL 321.20 I R / W R/ W R / W P / L P / L P / L P / L P / L (E ) P R O P E R T Y L I N E U s e r : A L L I S O N L U K E N S P l o t D a t e : 1 / 1 3 / 2 0 2 2 6 : 4 2 P M PRV VAULT C-031" = 10'05 AE L JL MD H SITE PAVING AND GRADING PLAN AND SECTION p w : \ \ k j c e - p w . b e n t l e y . c o m : k j c e - p w \ D o c u m e n t s \ C l i e n t s \ T i g a r d , C i t y o f O R \ P r o j e c t s \ P R V S t a t i o n D e s i g n _ 2 0 7 6 0 1 3 . 0 0 \ 1 0 - D e s i g n \ 1 0 . 0 6 - D r a w i n g s \ C i v i l \ 2 0 7 6 0 1 3 . 0 0 - C - 0 3 SHEET KEYNOTES1. CONTRACTOR TO PROTECT ALL CONCRETE SIDEWALK AND ASPHALT AND UTILITIES IN PLACE UNLESS OTHERWISE NOTED.2. T H E S I T E I S E X I S T I N G A N D A L L S O F T A N D H A R D S C A P E S A R E INSTALLED.3. A D H E R E T O C I T Y O F T I G A R D P U B L I C W O R K S S T A N D A R D S . 4. C O N T R A C T O R T O F I E L D L O C A T E P R O P E R T Y C O R N E R S . GENERAL SHEET NOTES -1 PR V V A U L T P L A N SC A L E : 1 " = 1 0 ' B U L L M O U N T A I N R O A D 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . A. P R V V A U L T . S E E S H E E T C - 0 5 . B. W O R K A R E A . P R O V I D E T E M P O R A R Y O R A N G E F E N C E T O P R O T E C T THE WORK AREA.C. 3 / 4 " C R U S H E D R O C K . F G 3 2 1 . 0 0 . S L O P E A W A Y F R O M V A U L T . D. R E M O V E A N D R E P L A C E S H R U B S I M P A C T E D A R E A P E R D E T A I L 3/C-06. SEE SHEET C-02 FOR LANDSCAPING HATCH LEGEND.E. R E M O V E A N D R E P L A C E G R O U N D C O V E R P L A N T I N G I N I M P A C T E D AREA PER DETAIL 2/C-06. SEE SHEET C-02 FOR LANDSCAPING HATCH LEGEND.F. P R O T E C T E X I S T I N G S I D E W A L K A N D S T A I R S . G. K E E P ( E ) W A L K W A Y S O U T S I D E O F T H E W O R K A R E A O P E N THROUGHOUT CONSTRUCTION.H. C O N T R A C T O R T O P L A C E W A T T L E S F O R E R O S I O N C O N T R O L P E R DETAIL 4/C-06.I. R E M O V E A N D R E P L A C E C O N C R E T E S I D E W A L K A S N E E D E D F O R CONSTRUCTION ACTIVITIES PER DETAIL 5/C-06.-B SECTIONVERT. 1"=10'510 0 0 1"=10'10 20 OCTOBER 2025 If t h e b o r d e r i s b a s e d o n a c l i e n t s t a n d a r d o r p th e t i t l e b l o c k e l e m e n t s m a y n e e d t o b e s h i f t e d \\kj c . l o c a l \kj c -ro o t \Re a d o n l y \CA D S t d s \_K e n n 20 1 8 \Au t o C A D \Bl o c k s \GN R L -SY M B .d w g APPROX EL 324.00 8" W APPROX CL = 317.52 2'-0"'-0" /W R/ W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L /W R/ W R / W R / W R / W R / W R / W R / W R / W R / W R / W R / W P/L P/L P/L P/L P/L W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W B A C D ( E ) P L A N T E R S T R I P (E ) SI D E W A L K 8 " W 8" W E C D SD SD SD SD SD SD SD SD SD SD SD SD SD SD XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS (E ) 1 8 " W (E ) 8 " W (E ) 8 " W V (E ) 1 6 " W (E ) S T O R M P R O T E C T IN P L A C E (E ) 8 " W (E ) S D (E ) S S (E ) 8 " W V (E ) E A S E M E N T (E ) C O N C P A T H (E ) F I R E HY D R A N T PR O T E C T IN P L A C E HI N G E D S I D E (T Y P E A S I D E ) F A G U s e r : A L L I S O N L U K E N S P l o t D a t e : 1 / 1 3 / 2 0 2 2 6 : 4 3 P M PRV VAULT C-041" = 5'-0"06 AE L JL MD H YARD PIPING PLAN p w : \ \ k j c e - p w . b e n t l e y . c o m : k j c e - p w \ D o c u m e n t s \ C l i e n t s \ T i g a r d , C i t y o f O R \ P r o j e c t s \ P R V S t a t i o n D e s i g n _ 2 0 7 6 0 1 3 . 0 0 \ 1 0 - D e s i g n \ 1 0 . 0 6 - D r a w i n g s \ C i v i l \ 2 0 7 6 0 1 3 . 0 0 - C - 0 4 SHEET KEYNOTES A. C O N N E C T T O E X I S T I N G D I P I P E . B. 6 ' X 1 1 ' P R E C A S T P R V V A U L T . S E E S H E E T C - 0 5 F O R P L A N A N D SECTION.C. 8 " R E S T R A I N E D C O U P L E R D. 8 " 9 0 D E G . M J B E N D E. W O R K A R E A . F. C O N T R A C T O R T O C O O R D I N A T E W I T H O W N E R W H E N I S O L A T I N G VALVES FOR CONNECTING TO EXISTING WATER MAIN.G. P E R F O R A T E D D R A I N P I P E C- 0 4 1 PR V V A U L T SC A L E : 1 " = 5 ' 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . SW R I V E R T E R R A C E B O U L E V A R D GENERAL SHEET NOTES 1. UTILITIES ARE EXISTING AND SHOWN IN THE APPROXIMATE LOCATION BASED ON AS-BUILT DRAWINGS. CONTRACTOR SHALL LOCATE UTILITIES PRIOR TO CONDUCTING THE WORK.2. CONTRACTOR SHALL POT HOLE EXISTING 8" WATERLINE, LOCATE EXISTING PIPING, AND SUBMIT PROPOSED PIPING PLAN BASED ON FIELD FINDINGS.3. ADHERE TO CITY OF TIGARD PUBLIC WORKS STANDARDS. (E ) 1 6 " W , 5 6 0 F T P Z (E ) 1 8 " W , 4 1 0 F T P Z OCTOBER 2025 If t h e b o r d e r i s b a s e d o n a c l i e n t s t a n d a r d o r p th e t i t l e b l o c k e l e m e n t s m a y n e e d t o b e s h i f t e d \\kj c . l o c a l \kj c -ro o t \Re a d o n l y \CA D S t d s \_K e n n 20 1 8 \Au t o C A D \Bl o c k s \GN R L -SY M B .d w g AL I G N M E N T N O T A S S H O W N . SE E C - 0 5 F O R F I E L D F I T CO N N E C T I O N D E T A I L -A 5 ' - 1 1 1 / 4 " ( M I N ) 5" 9' - 1 0 " 4 ' - 1 1 1 / 4 " ( M I N ) 3' - 0 " FI N I S H G R A D E E L 3 2 1 . 0 0 3 ' - 0 " E F KI H G J H L C N E A B O P Q T U O Q U VR R N Z M W X T Y A B C D M AA Q S 8" I N L E T EL 3 2 0 . 2 6 EL 3 2 1 . 2 0 EL 3 1 0 . 7 5 8" O U T L E T O CC I W OW N E R F U R N I S H E D E Q U I P M E N T SE E S P E C 0 2 0 8 6 BB F OW N E R F U R N I S H E D E Q U I P M E N T SE E S P E C 0 2 0 8 6 CL S M F I L L , M I N 1 2 " I N A L L D I R E C T I O N S F R O M PR E C A S T S U M P . 2 8 D A Y C O M P R E S S I V E ST R E N G T H 1 0 0 P S I P E R A S T M D 4 8 3 2 . DD X 10 ' - 1 0 1 / 4 " ( M I N ) CL E L T H R O U G H VA U L T = 3 1 4 . 7 6 CL E L 31 4 . 8 9 CL E L = 3 1 4 . 8 9 A T CO N N E C T I O N LO C A T I O N CL E L = 3 1 4 . 7 6 A T CO N N E C T I O N L O C A T I O N -A SE C T I O N SC A L E : 1 / 2 " = 1 ' - 0 " PRV VAULT - PLAN AND SECTION C-051/2" = 1'-0"07 AE L JL MD H p w : \ \ k j c e - p w . b e n t l e y . c o m : k j c e - p w \ D o c u m e n t s \ C l i e n t s \ T i g a r d , C i t y o f O R \ P r o j e c t s \ P R V S t a t i o n D e s i g n _ 2 0 7 6 0 1 3 . 0 0 \ 1 0 - D e s i g n \ 1 0 . 0 6 - D r a w i n g s \ C i v i l \ 2 0 7 6 0 1 3 . 0 0 - C - 0 5 -1 PL A N SC A L E : 1 / 2 " = 1 ' - 0 " 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . SHEET KEYNOTES A. 1 0 ' X 5 ' N O M I N A L I D P R E C A S T C O N C R E T E V A U L T B. 3 6 " X 7 2 " A L U M I N U M H A T C H C A S T W I T H D U P L E X L E A V E S . C. A D J U S T A B L E G A L V A N I Z E D S T E E L F L A N G E S T Y L E P I P E S T A N D D. A L U M I N U M L A D D E R A N D R E T R A C T A B L E S A F E T Y P O S T B O L T E D T O VAULT WALL OPENING E. A L U M I N U M S U M P G R A T E . B A N D A L L E D G E S . F. 8 " P R V W I T H P R E S S U R E S U S T A I N I N G F U N C T I O N G. 8 " S T R A I N E R H. 8 " G A T E V A L V E W I T H H A N D W H E E L I. 8 " R I G I D G R O O V E D C O U P L I N G J. 8 " D I S M A N T L I N G J O I N T K. L I N K S E A L A S S E M B L Y F O R 8 " S T E E L P I P E L. 1 " A I R V A L V E W I T H I S O L A T I O N B A L L V A L V E R O U T E V E N T T O F L O O R M. P R E S S U R E G A U G E W I T H I S O L A T I O N B A L L V A L V E 0 - 1 5 0 P S I N. 3 / 4 " H O S E B I B W I T H I S O L A T I O N B A L L V A L V E O. V E N D O R - D E S I G N E D T H R U S T R E S T R A I N T L U G S F O R R E S T R A I N E D COUPLER P. 8 " D I 9 0 D E G R E E B E N D Q. 8 " R E S T R A I N E D F L E X I B L E C O U P L E R , 3 D E G A L L O W A B L E J O I N T DEFECTION. OWNER PROVIDED.R. C O N N E C T T O E X I S T I N G W A T E R M A I N S. F A C T O R Y I N S T A L L E D P I P E P E N E T R A T I O N A T B A S E O F S U M P F O R DRAIN PIPE. CONTRACTOR SHALL SLOPE TRENCH TO PERFORATED DRAIN PIPE USING NON-SHRINK GROUT.T. 8 " P L A I N E N D X P L A I N E N D D I S P O O L P I E C E , C O N T R A C T O R T O FIELD VERIFY LENGTH.U. 8 " M E C H A N I C A L J O I N T R E S T R A I N T , 3 . 7 5 D E G A L L O W A B L E J O I N T DEFLECTION V. 8 " E X I S T I N G W A T E R W. 2 8 " x 1 8 " x 6 " C O N C R E T E T H R U S T B L O C K . N O A N C H O R B O L T S U S E D AT THIS LOCATION.X. 5 ' L O N G , 3 " P E R F O R A T E D P V C . G R O U T I N S U M P Y. 1 2 " T H I C K 1 - 1 / 2 " D R A I N R O C K , W R A P R O C K I N W O V E N GEOTECHNICAL FABRIC Z. 1 2 " A G G B A S E O R S T R U C T U R A L B A C K F I L L AA. DUCTILE IRON 90-DEG BASE ELBOW BB. H A T C H O P E N I N G CC. 28"x18"x6" CONCRETE THRUST BLOCK.DD. ( 2 ) A N C H O R B O L T S , ( 2 ) W A S H E R S , ( 2 ) N U T S , A N D T H R U S T P L A T E PER DETAIL 7/C-05 AP P R O X F I N I S H E D G R A D E E L 3 2 1 . 0 0 AP P R O X E L 3 2 4 . 0 0 BE D R O C K EN C O U N T E R E D AP P R O X 8 " B E L O W EX I S T I N G P I P E L I N E AP P R O X E L 3 2 3 . 0 6 AP P R O X C L E L TH R O U G H V A U L T = 3 1 7 . 5 2 U T CL E L 31 4 . 8 9 8 i n No t U s e d L A AG G B A S E UT I L I T Z E 2 - 3 " A G G B A S E A B O V E BE D R O C K T O H E L P L E V E L AP P R O X E L 3 1 3 . 5 5 SE E P H O T O F O R FI E L D F I T CO N N E C T I O N DE T A I L SE E P H O T O F O R FI E L D F I T CO N N E C T I O N DE T A I L NO T D R A W N T O S C A L E . SE E P H O T O F O R F I E L D FI T C O N N E C T I O N D E T A I L . OCTOBER 2025 If t h e b o r d e r i s b a s e d o n a c l i e n t s t a n d a r d o r p th e t i t l e b l o c k e l e m e n t s m a y n e e d t o b e s h i f t e d \\kj c . l o c a l \kj c -ro o t \Re a d o n l y \CA D S t d s \_K e n n 20 1 8 \Au t o C A D \Bl o c k s \GN R L -SY M B .d w g NO T T O S C A L E A P P R O X 3 f t 2 ' 9 ' - 1 1 . 5 " E X P O S E D V A U L T A B O V E G R A D E 4 ' - 6 . 7 5 " 6 ' - 5 . 7 5 " 11 . 7 5 " 11 . 2 5 " 6" M I N 6" M I N 6" M I N B E D D I N G B E L O W OU T S I D E O F P I P E B E L L 3 / 4 " - 0 " CR U S H E D A G G R E G A T E 3 / 4 " - 0 " C R U S H E D A G G R E G A T E C O M P A C T E D GR A D E 3 " WE E D B A R R I E R 2' M I N T R E N C H F O U N D A T I O N ST A B I L I Z A T I O N I F R E Q U I R E D 3" W I D E WA R N I N G T A P E 9 " SE E C I V I L S H E E T S F O R FI N A L S U R F A C I N G O V E R PI P E L I N E . ST A K I N G SP A C I N G 4 ' O . C . WO O D S T A K E WH E A T S T R A W , RY E G R A S S ST R A W , CO C O N U T O R EX C E L S I O R WA T T L E S PL A C E WA T T L E S AL O N G S L O P E CO N T O U R S . NO T E S : 1. S T A K I N G S P E C I F I C A T I O N S : a. 1 " X 2 " W O O D E N S T A K E S b. A D D I T I O N A L S T A K E S M A Y B E I N S T A L L E D ON D O W N H I L L S I D E O F W A T T L E S , O N ST E E P S L O P E O R H I G H L Y E R O S I V E S O I L S . 2. S P A C I N G I N A C C O R D A N C E W I T H D E T A I L 94 0 . 3. R E M O V E A L L R O C K S , C L O D S , V E G E T A T I O N OR O T H E R O B S T R U C T I O N S S O T H A T T H E IN S T A L L E D W A T T L E S W I L L H A V E D I R E C T CO N T A C T W I T H T H E S O I L . 4. I N S T A L L T H E W A T T L E S I N A 2 " D E E P TR E N C H , I N S U R I N G T H A T N O G A P S E X I S T BE T W E E N T H E S O I L A N D T H E B O T T O M O F TH E W A T T L E . T H E E N D S O F A D J A C E N T WA T T L E S S H A L L B E O V E R L A P P E D 1 F T . MI N I M U M T O P R E V E N T S E D I M E N T P A S S I N G TH R O U G H T H E F I E L D J O I N T . ST A G G E R JO I N T S PL A N V I E W FO R F U R T H E R I N F O R M A T I O N O N D E S I G N C R I T E R I A S E E CH A P T E R 4 O F C L E A N W A T E R S E R V I C E S E R O S I O N P R E V E N T I O N AN D S E D I M E N T C O N T R O L P L A N N I N G A N D D E S I G N M A N U A L . SECTION PR O F I L E MI N I M U M 1 ' OV E R L A P P I N G ON U P H I L L S I D E E X P A N S I O N R E S T R A I N T WO V E N FI L T E R S A C K C A T C H B A S I N G R A T E CA T C H B A S I N I N S E R T NO T E : ST O R M PI P E CA T C H B A S I N FO R F U R T H E R I N F O R M A T I O N ON D E S I G N C R I T E R I A S E E CH A P T E R 4 O F C L E A N W A T E R SE R V I C E S E R O S I O N P R E V E N T I O N AN D S E D I M E N T C O N T R O L PL A N N I N G A N D D E S I G N M A N U A L . 1 " R E B A R F O R BA G R E M O V A L 1. R E C E S S E D C U R B I N L E T C A T C H BA S I N S M U S T B E B L O C K E D W H E N US I N G F I L T E R F A B R I C I N L E T S A C K S . SI Z E O F F I L T E R F A B R I C I N L E T S A C K S TO B E D E T E R M I N E D B Y MA N U F A C T U R E R . 1. C O N C R E T E S H A L L B E 3 , 0 0 0 P . S . I . A F T E R 2 8 D A Y S . 2. P A N E L S T O B E 5 F E E T L O N G U N L E S S O T H E R W I S E S P E C I F I E D . 3. E X P A N S I O N J O I N T S & C O N S T R U C T I O N J O I N T S S H A L L B E 1 / 2 " P R E M O L D E D A S P H A L T IM P R E G N A T E D M A T E R I A L O R E Q U A L E X T E N D I N G F R O M S U B G R A D E T O F I N I S H G R A D E A N D PL A C E D A T S I D E S O F D R I V E W A Y A P P R O A C H E S , U T I L I T Y V A U L T S , W H E E L C H A I R R A M P S A N D A T SP A C I N G N O T T O E X C E E D 4 5 F E E T . 4. F O R S I D E W A L K A D J A C E N T T O T H E C U R B A N D P O U R E D A T T H E S A M E T I M E A S T H E C U R B , T H E JO I N T B E T W E E N T H E M S H A L L B E A T R O W E D J O I N T W I T H A M I N . 1 / 2 " R A D I U S . 5. S I D E W A L L K S H A L L H A V E A M I N I M U M T H I C K N E S S O F 6 I N C H E S . I F M O U N T A B L E C U R B I S U S E D OR I F T H E S I D E W A L K I S I N T E N D E D A S P O R T I O N O F T H E D R I V E W A Y . O T H E R W I S E S D I E W A L K SH A L L H A V E A M I N I M U M T H I C K N E S S O F 4 I N C H E S . 6. D R A I N B L O C K O U T S I N C U R B S S H A L L B E E X T E N D E D T O B A C K O F S I D E W A L K W I T H 3 " D I A M E T E R SC H E D U L E 4 0 D W V ( A B S O R P V C ) P I P E A T 2 % S L O P E . C O N T R A C T I O N J O I N T T O B E P L A C E D OV E R P I P E . 7. C O N C R E T E S H A L L H A V E A M E D I U M B R O O M F I N I S H A N D T R O W L E D O N A L L F O U R S I D E S . 5 ' M I N 2 % CU R B J O I N T SE E S T D DE T A I L N O . 1 4 6 S E E N O T E 5 R O W 2" 0 F 3 / 4 " - 0 " B A S E R O C K C O M P A C T E D S U B G R A D E S I D E W A L K A D J A C E N T T O C U R B R O A D R O A D PL A N T E R ST R I P 5' M I N RO W CO M P A C T E D S U B G R A D E 2" 0 F 3 / 4 " - 0 " BA S E R O C K S I D E W A L K A W A Y F R O M C U R B NO T E S : 1 ' - 6 " 1 ' - 6 " 2' - 4 " 3" MIN (TYP) NU T . B O T H S I D E S T Y P 1/ 4 " T H I C K , 2 " S Q P L A T E WA S H E R , T Y P B O T H S I D E S 3/ 4 " D I A G R 3 6 T H R E A D E D AN C H O R R O D . T O R Q U E T O 45 F T - L B S , M I N AT T A C H B O L T S T O P L A T E BY F I L L E T W E L D RE S T R A I N T P L A T E -B V A U L T I N T E R I O R SE C T I O N B SE C T I O N A L V I E W 8" PIPE (2 ) A N C H O R RO D S U s e r : A L L I S O N L U K E N S P l o t D a t e : 1 / 1 3 / 2 0 2 2 6 : 4 3 P M CIVIL DETAILS I C-06AS SHOWN 08 AE L JL MD H p w : \ \ k j c e - p w . b e n t l e y . c o m : k j c e - p w \ D o c u m e n t s \ C l i e n t s \ T i g a r d , C i t y o f O R \ P r o j e c t s \ P R V S t a t i o n D e s i g n _ 2 0 7 6 0 1 3 . 0 0 \ 1 0 - D e s i g n \ 1 0 . 0 6 - D r a w i n g s \ C i v i l \ 2 0 7 6 0 1 3 . 0 0 - C - 0 6 C- 0 6 1 PI P E B E D D I N G SC A L E : N T S 4321 00 NO R E V I S I O N D A T E 25 m m BY SC A L E S 1" CH E C K E D DE S I G N E D DR A W N 0 SHEETSCALE DE F G H AB C IF T H I S B A R I S N O T DI M E N S I O N S H O W N , AD J U S T S C A L E S AC C O R D I N G L Y . DATE OFJOB NO RO S H A K R I D G E P R V TI G A R D , O R E G O N CI T Y O F T I G A R D 2076013.00 JANUARY 2022 08 IS S U E D F O R B I D AN Y P R I N T S N O T B E A R I N G T H I S S T A M P M A Y H A V E B E E N P R I N T E D P R I O R TO A D V E R T I S I N G A N D C A N N O T B E C O N S I D E R E D A S B I D D O C U M E N T S . US E R S O F T H I S D O C U M E N T I N E D I T A B L E E L E C T R O N I C F O R M A T S A R E CA U T I O N E D A G A I N S T U S E W I T H O U T F I R S T D E T E R M I N I N G W H E T H E R CH A N G E S M A Y H A V E B E E N M A D E S U B S E Q U E N T T O I T S P R E P A R A T I O N . EROSION CONTROL GENERAL NOTES:1. S T O C K P I L E D S O I L O R S T R I P P I N G S S H A L L B E P L A C E D I N A S T A B L E L O C A T I O N A N D CONFIGURATION. DURING "WET WEATHER" PERIODS OR WHEN INACTIVE,PARTICULARLY AT THE END OF EACH WORK DAY AND BEFORE NON-WORK DAYS,STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE, SEE CWS STANDARD DETAIL 875 ON DWG EC-16.2. A C T I V E I N L E T S T O S T O R M W A T E R S Y S T E M S S H A L L B E P R O T E C T E D T H R O U G H T H E USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED.3. W H E R E S E D I M E N T H A S B E E N T R A C K E D - O U T F R O M T H E S I T E O N T O P A V E D A R E A S , SUCH AS ROADS OR SIDEWALKS, OUTSIDE OF THE SITE, REMOVE THE SEDIMENT BY THE END OF THE SAME BUSINESS DAY THAT THE TRACK-OUT OCCURS. TRACK-OUT MUST BE REMOVED BY SWEEPING, SHOVELING OR VACUUMING THESE SURFACES, OR BY USING OTHER SIMILARILY EFFECTIVE MEANS OF SEDIMENT REMOVAL. HOSING OR SWEEPING TRACKED-OUT SEDIMENT INTO ANY STORMWATER CONVEYANCE, STORM DRAIN INLET OR WATER OF THE STATE IS PROHIBITED.4. C L E A N , O R R E M O V E A N D R E P L A C E , T H E I N L E T P R O T E C T I O N M E A S U R E S A S S E D I M E N T ACCUMULATES, THE FILTER BECOMES CLOGGED AND/OR PERFORMANCE IS COMPROMISED. WHERE THERE IS EVIDENCE OF SEDIMENT ACCUMULATION ADJACENT TO THE INLET PROTECTION MEASURES, REMOVE THE DEPOSITED SEDIMENT BY THE END OF THE SAME BUSINESS DAY IN WHICH IT WAS FOUND OR BY THE END OF THE FOLLOWING BUSINESS DAY IF REMOVAL BY THE SAME BUSINESS DAY IS NOT FEASIBLE.5. I N S T A L L P E R I M E T E R S E D I M E N T C O N T R O L , I N C L U D I N G S T O R M D R A I N I N L E T P R O T E C T I O N A S WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE.6. P R E V E N T T R A C K I N G O F S E D I M E N T O N T O P U B L I C O R P R I V A T E R O A D S 7. S E D I M E N T F E N C E : R E M O V E T R A P P E D S E D I M E N T B E F O R E I T R E A C H E S O N E T H I R D O F T H E ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL.8. C A T C H B A S I N S : C L E A N B E F O R E R E T E N T I O N C A P A C I T Y H A S B E E N R E D U C E D B Y F I F T Y PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT.9. W I T H I N 2 4 H O U R S , S I G N I F I C A N T S E D I M E N T T H A T H A S L E F T T H E C O N S T R U C T I O N S I T E , M U S T BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME.10. T H E I N T E N T I O N A L W A S H I N G O F S E D I M E N T I N T O S T O R M S E W E R S O R D R A I N A G E W A Y S M U S T NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS.11. T H E E N T I R E S I T E M U S T B E T E M P O R A R I L Y S T A B I L I Z E D U S I N G V E G E T A T I O N O R A H E A V Y M U L C H LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE.12. P R O V I D E T E M P O R A R Y S T A B I L I Z A T I O N F O R T H A T P O R T I O N O F T H E S I T E W H E R E CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE.13. D O N O T R E M O V E T E M P O R A R Y S E D I M E N T C O N T R O L P R A C T I C E S U N T I L P E R M A N E N T VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. C- 0 3 4 WA T T L E S SC A L E : N T S C- 0 3 6 IN L E T P R O T E C T I O N - T Y P E 5 SC A L E : N T S C- 0 3 3 SH R U B P L A N T I N G SC A L E : N T S C- 0 3 2 GR O U N D C O V E R P L A N T I N G SC A L E : N T S C- 0 3 5 CO N C R E T E S I D E W A L K SC A L E : N T S C- 0 5 7 TH R U S T B L O C K , P L A T E A N D A N C H O R R O D SC A L E : 1 " = 1 ' OCTOBER 2025 If t h e b o r d e r i s b a s e d o n a c l i e n t s t a n d a r d o r p th e t i t l e b l o c k e l e m e n t s m a y n e e d t o b e s h i f t e d \\kj c . l o c a l \kj c -ro o t \Re a d o n l y \CA D S t d s \_K e n n 20 1 8 \Au t o C A D \Bl o c k s \GN R L -SY M B .d w g