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CZC Drawing Packet - 8.5x11S L i n d e r R d S M e r i d i a n R d W A m i t y R d W V i c t o r y R d Meridian Well No. 32 Pumping Facility CZC Vicinity Map W H a r r i s S t Pr o j e c t S i t e μ 00 . 5 1 0. 2 5 Miles P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P / L P/ L P / L EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI W TW [ ] [ ] E P E P EP EP [ ] [ ] O O O [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] O O 7 5 . 0 0 ' P A C I F I C N W P I P E L I N E C O R P . E A S E M E N T WE L L HO U S E B D DE T E N T I O N P O N D (R E : C - 2 0 0 ) FU T U R E FI L T R A T I O N BU I L D I N G FU T U R E W. H A R R I S S T FU T U R E GR A Y C L I F F E S T A T E S SU B D I V I S I O N FU T U R E GR A Y C L I F F E S T A T E S SU B D I V I S I O N 3 4 . 2 7 ' 3 0 . 5 9 ' 30.6 7 ' 31.3 4 ' FU T U R E S I D E W A L K (B Y D E V E L O P E R ) OV E R A L L S I T E P L A N C-110 P : \ 2 1 4 0 9 5 M E R I D I A N W E L L , B O O S T E R , S T O R A G E ( 1 A ) \ T A S K 0 0 2 - W E L L 3 2 D E S I G N \ C _ D E S N \ _ C A D \ 3 _ D E S I G N \ D _ P L A N S - 1 \ 0 2 _ C I V I L \ C - 1 1 0 . D W G L A S T S A V E D : 9 / 2 9 / 2 0 1 7 8 : 4 0 A M P R I N T E D : 9 / 2 9 / 2 0 1 7 8 : 5 6 A M EW C JM K MS JM K 02 0 4 0 CH E C K E D : AP P R O V E D : DE S I G N E D : PROJECT NO.SHEET NO. NO . R E V I S I O N S B Y D A T E DR A W N : ME R I D I A N W E L L N O . 3 2 P U M P I N G F A C I L I T Y 214095-002 33 E . B R O A D W A Y A V E , ME R I D I A N I D A H O 8 3 6 4 2 Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t i s t h e pe r s o n a l p r o p e r t y o f K e l l e r A s s o c i a t e s , I n c . a n d s h a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f K e l l e r A s s o c i a t e s , I n c . VE R I F Y S C A L E : Sc a l e s b a s e d o n 22 " x 3 4 " p r i n t s . 90 % D e s i g n R e v i e w No t F o r C o n s t r u c t i o n 2 I n c h e s 13 1 S W 5 t h A v e n u e , S u i t e A Me r i d i a n , I d a h o 8 3 6 4 2 (2 0 8 ) 2 8 8 - 1 9 9 2 GENERAL SHEET NOTES 1. AREAS DISTURBED BY CONSTRUCTION WHERE SURFACE REPAIR IS NOT INDICATED SHALL BE RESTORED TO CONDITION PRIOR TO CONSTRUCTION.2. CONTRACTOR TO VERIFY EXISTING WELL LOCATION WITH STRUCTURAL AND MECHANICAL DRAWINGS PRIOR TO CONSTRUCTION.STRUCTURE COORDINATES WELL HOUSE A - NW CORNER (OUTSIDE OF CMU WALL)N: 693636.78 E: 2451846.26 B - NE CORNER (OUTSIDE OF CMU WALL)N: 693617.96 E: 2451864.20 C - SE CORNER (OUTSIDE OF CMU WALL)N: 693596.80 E: 2451842.00 D - SW CORNER (OUTSIDE OF CMU WALL)N: 693615.62 E: 2451824.06 NOTE: VERIFY DISTANCE BETWEEN COORDINATES WITH STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION. SEE GENERAL NOTE #2. WE L L H O U S E S I T E P L A N C-111 P : \ 2 1 4 0 9 5 M E R I D I A N W E L L , B O O S T E R , S T O R A G E ( 1 A ) \ T A S K 0 0 2 - W E L L 3 2 D E S I G N \ C _ D E S N \ _ C A D \ 3 _ D E S I G N \ D _ P L A N S - 1 \ 0 2 _ C I V I L \ C - 1 1 1 . D W G L A S T S A V E D : 9 / 2 8 / 2 0 1 7 1 1 : 4 0 A M P R I N T E D : 9 / 2 9 / 2 0 1 7 8 : 5 6 A M EW C JM K MS JM K CH E C K E D : AP P R O V E D : DE S I G N E D : PROJECT NO.SHEET NO. NO . R E V I S I O N S B Y D A T E DR A W N : ME R I D I A N W E L L N O . 3 2 P U M P I N G F A C I L I T Y 214095-002 33 E . B R O A D W A Y A V E , ME R I D I A N I D A H O 8 3 6 4 2 Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t i s t h e pe r s o n a l p r o p e r t y o f K e l l e r A s s o c i a t e s , I n c . a n d s h a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f K e l l e r A s s o c i a t e s , I n c . VE R I F Y S C A L E : Sc a l e s b a s e d o n 22 " x 3 4 " p r i n t s . 90 % D e s i g n R e v i e w No t F o r C o n s t r u c t i o n 2 I n c h e s 13 1 S W 5 t h A v e n u e , S u i t e A Me r i d i a n , I d a h o 8 3 6 4 2 (2 0 8 ) 2 8 8 - 1 9 9 2 LEGEND NEW ASPHALT NEW CONCRETE NEW RUBBER MULCHGENERAL SHEET NOTES SHEET KEYNOTES 01 ASPHALT, RE: B2/C-501 02 CONCRETE APPROACH SLAB, RE: A1/C-501 03 SIDEWALK, RE: B1/C-501 05 EXPANSION JOINT, RE: A3/C-501 06 CONTROL JOINT, RE: B3/C-501 07 GRAVEL SURFACING, RE: A4/C-502 10 NOT USED 11 MULCH SURFACING, RE: C1/C-501 & SPECIFICATIONS 12 WROUGHT IRON FENCE PER SPECIFICATIONS 13 REMOVABLE WROUGHT IRON FENCE PER SPECIFICATIONS 14 16.0' WROUGHT IRON GATE PER SPECIFICATIONS 15 4.0' WROUGHT IRON MAN GATE PER SPECIFICATIONS 16 CATCH BASIN, RE: B5/C-5011. AREAS DISTURBED BY CONSTRUCTION WHERE SURFACE REPAIR IS NOT INDICATED SHALL BE RESTORED TO CONDITION PRIOR TO CONSTRUCTION.01 0 2 0 NEW GRAVEL [ ] [ ] E P E P EP EP [ ] [ ] O O O [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] O O P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P/L P / L P / L P/ L P / L EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG W TW 7 5 . 0 0 ' P A C I F I C N W P I P E L I N E C O R P . E A S E M E N T WE L L HO U S E DE T E N T I O N PO N D FU T U R E W. H A R R I S S T SE E G E N E R A L N O T E # 2 FU T U R E S I D E W A L K (BY DEVELOPER) PS BN N. T . S . A1 RE M O V E B U R L A P F R O M T O P HA L F O F T H E R O O T B A L L RO O T B A L L 2 x Ø O F R O O T B A L L UN D I S T U R B E D S U B S O I L BA C K F I L L W I T H T O P S O I L A N D MU L C H M I X T U R E W I T H FE R T I L I Z E R 3" T H I C K N E S S B A R K M U L C H MI N I M U M 2 " x 2 " x 6 ' C E D A R ST A K E S - T W O P E R T R E E . D O NO T P E N E T R A T E R O O T B A L L RU B B E R C I N C H T I E S A S NE C E S S A R Y TR U N K F L A R E V I S I B L E TR E E R O O T B A R R I E R NO T E S : 1. T H E S T A K I N G O F T R E E S I S T O B E A T T H E C O N T R A C T O R ' S O P T I O N . H O W E V E R , T H E C O N T R A C T O R IS R E S P O N S I B L E T O I N S U R E T H A T A L L T R E E S A R E P L A N T E D S T R A I G H T , A N D T H A T T H E Y R E M A I N ST R A I G H T F O R A M I N I M U M O F O N E Y E A R . A L L S T A K I N G S H A L L B E R E M O V E D A F T E R O N E Y E A R . WE E D B A R R I E R TR E E D 0 N O T C U T C E N T R A L L E A D E R TR E E W R A P F R O M G R O U N D T O F I R S T BR A N C H PR E V A I L I N G WI N D DI R E C T I O N CO N C R E T E L A N D S C A P E C U R B I N G AT 5 ' D I A M E T E R A R O U N D T R E E FI N I S H G R A D E L A W N S O D 6 " M I N LANDSCAPE PLAN C-201 P : \ 2 1 4 0 9 5 M E R I D I A N W E L L , B O O S T E R , S T O R A G E ( 1 A ) \ T A S K 0 0 2 - W E L L 3 2 D E S I G N \ C _ D E S N \ _ C A D \ 3 _ D E S I G N \ D _ P L A N S - 1 \ 0 2 _ C I V I L \ C - 2 0 1 . D W G L A S T S A V E D : 9 / 2 8 / 2 0 1 7 2 : 3 6 P M P R I N T E D : 9 / 2 9 / 2 0 1 7 8 : 5 6 A M EW C JM K MS JM K 02 0 4 0 CH E C K E D : AP P R O V E D : DE S I G N E D : PROJECT NO.SHEET NO. NO . R E V I S I O N S B Y D A T E DR A W N : ME R I D I A N W E L L N O . 3 2 P U M P I N G F A C I L I T Y 214095-002 33 E . B R O A D W A Y A V E , ME R I D I A N I D A H O 8 3 6 4 2 Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t i s t h e pe r s o n a l p r o p e r t y o f K e l l e r A s s o c i a t e s , I n c . a n d s h a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f K e l l e r A s s o c i a t e s , I n c . VE R I F Y S C A L E : Sc a l e s b a s e d o n 22 " x 3 4 " p r i n t s . 90 % D e s i g n R e v i e w No t F o r C o n s t r u c t i o n 2 I n c h e s 13 1 S W 5 t h A v e n u e , S u i t e A Me r i d i a n , I d a h o 8 3 6 4 2 (2 0 8 ) 2 8 8 - 1 9 9 2 GENERAL SHEET NOTES 1. AREAS DISTURBED BY CONSTRUCTION WHERE SURFACE REPAIR IS NOT INDICATED SHALL BE RESTORED TO CONDITION PRIOR TO CONSTRUCTION.2. DEVELOPER (GRAYCLIFF SUBDIVISION) TO PROVIDE LANDSCAPING ALONG W. HARRIS DRIVE AS PART OF ROADWAY AND SIDEWALK DEVELOPMENT.LEGEND NEW LANDSCAPENEW ASPHALT NEW CONCRETE NEW RUBBER MULCH LA N D S C A P I N G N O T E S 1. A L L P L A N T M A T E R I A L S S H A L L C O N F O R M T O T H E A M E R I C A N N U R S E R Y M A N S T A N D A R D S F O R T H E T Y P E A N D S I Z E S H O W N . P L A N T S W I L L B E R E J E C T E D I F NOT IN SOUND AND HEALTHY CONDITION. 2. A L L P L A N T M A T E R I A L S H A L L B E G U A R A N T E E D F O R A P E R I O D O F T W E L V E ( 1 2 ) M O N T H S B E G I N N I N G O N T H E D A T E O F A C C E P T A N C E B Y T H E O W N E R . T HE CONTRACTOR SHALL REPLACE ALL PLANT MA T E R I A L F O U N D D E A D O R N O T I N H E A L T H Y C O N D I T I O N I M M E D I A T E L Y W I T H T H E S A M E S I Z E A N D S P E C I E S A T N O C O S T T O T H E O W N E R . 3. F I N I S H G R A D E S S H A L L B E S M O O T H A N D E V E N G R A D I E N T S W I T H P O S I T I V E D R A I N A G E A W A Y F R O M T H E B U I L D I N G I N A C C O R D A N C E W I T H T H E S I T E G R ADING PLAN. 4. T R E E P L A N T I N G S H A L L B E A S D E T A I L E D O N T H E P L A N S A N D I N A C C O R D A N C E W I T H A C C E P T E D I N D U S T R Y S T A N D A R D S . B A C K F I L L A R O U N D A L L T R E E S SHALL BE A MIXTURE OF TOPSOIL AND ORGANIC MU L C H W I T H P E L L E T T Y P E S T A R T E R F E R T I L I Z E R . T H E T Y P E A N D A M O U N T O F F E R T I L I Z E R S H A L L B E D E T E R M I N E D B Y T H E C O N T R A C T O R B A S E D U P O N T HE PLANT SPECIES REQUIREMENT. THE STYLE AND PR O F I L E O F T H E C O N C R E T E T R E E R I N G S H A L L B E A P P R O V E D B Y T H E O W N E R P R I O R T O I N S T A L L A T I O N . 5. C O N T R A C T O R S H A L L S T A K E A L L T R E E S A S D E T E R M I N E D N E C E S S A R Y B Y T H E C O N T R A C T O R . A N Y T R E E S N O T S T A K E D T H A T A R E M O V E D O R B L O W N O V E R DURING THE WARRANTY PERIOD SHALL BE RE P L A N T E D B Y T H E C O N T R A C T O R A T H I S E X P E N S E . 6. L A W N S O D S H A L L B E C O M M E R C I A L L Y G R O W N D R O U G H T T O L E R A N T T U R F G R A S S M I X T U R E . L A W N S O D S H A L L B E I N S T A L L E D W I T H A N A P P R O P R I A T E S T A RTER FERTILIZER. SP R I N K L E R S Y S T E M N O T E S 1. F U R N I S H A N D I N S T A L L C O M P L E T E A U T O M A T I C U N D E R G R O U N D S P R I N K L E R S Y S T E M . T H E W O R K S H A L L I N C L U D E F U R N I S H I N G A N D I N S T A L L I N G A L L P I P E, BACKFLOW PREVENTION DEVICE, VALVES, FI T T I N G S , H E A D S , A U T O M A T I C C O N T R O L S , W I R I N G A N D A P P U R T E N A N C E S A S R E Q U I R E D F O R A C O M P L E T E A N D O P E R A B L E I R R I G A T I O N S Y S T E M . 2. L A W N A R E A S S H A L L B E I R R I G A T E W I T H P O P - U P S P R A Y H E A D S O R S T R E A M R O T O R H E A D S A S A P P R O P R I A T E F O R T H E A R E A B E I N G I R R I G A T E D . A L L M ATERIALS AND COMPONENTS SHALL BE COMMERCIAL GR A D E A N D I N S T A L L E D I N S T R I C T C O N F O R M A N C E W I T H T H E M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . 3. T H E C O N T R A C T O R S H A L L D E S I G N T H E S P R I N K L E R S Y S T E M A N D P R O V I D E T H E O W N E R W I T H S H O P D R A W I N G S S H O W I N G T H E L O C A T I O N O F A L L P I P E S , CONTROL VALVES, ZONES AND DETAILS OF ALL MA T E R I A L S F O R R E V I E W A N D A P P R O V A L B Y T H E O W N E R P R I O R T O B E G I N N I N G W O R K . T H E A U T O M A T I C C O N T R O L L E R S H A L L B E L O C A T E D O U T S I D E T H E P UMP HOUSE. 4. T H E C O N T R A C T O R S H A L L A D J U S T T H E S P R I N K L E R S Y S T E M F O R P R O P E R O P E R A T I O N A T T H E T I M E O F C O 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 C H E C K AND READJUST THE SPRINKLER SYSTEM AS NE C E S S A R Y 3 0 D A Y S A F T E R T H E S Y S T E M I S P U T I N T O O P E R A T I O N . T H E C O N T R A C T O R S H A L L W I N T E R I Z E T H E S P R I N K L E R S Y S T E M T H E F I R S T Y E A R O F OPERATION AND SHALL STARTUP THE SYSTEM THE FO L L O W I N G Y E A R . T H E C O S T O F D E S I G N , A D J U S T M E N T , W I N T E R I Z A T I O N A N D S T A R T U P O F T H E S Y S T E M S H A L L B E I N C L U D E D I N T H E O R I G I N A L C O N T R ACT. 5. S Y S T E M D E S I G N S H A L L B E B A S E D U P O N A 6 0 P S I S T A T I C W A T E R P R E S S U R E . T H E S Y S T E M S H A L L B E D E S I G N E D S U C H T H A T I R R I G A T I O N W A T E R D O E S NOT SPRAY ONTO BUILDINGS, SIDEWALKS, FENCES OR P A V E D S U R F A C E S . S U P P L Y A N D L A T E R A L P I P E S S H A L L B E S I Z E D S U C H T H A T V E L O C I T I E S D O N O T E X C E E D F I V E F E E T P E R S E C O N D A N D M A X I M U M PIPE FLOWS AS FOLLOWS: 3/4"=10 GPM, 1-1/4"= 25 GP M , 1 - 1 / 2 " = 3 5 G P M , 2 " = 5 5 G P M , 2 - 1 / 2 " = 8 0 G P M , 3 " = 1 2 0 G P M . 6. T H E S O U R C E O F W A T E R F O R T H E I R R I G A T I O N S Y S T E M S H A L L B E T H E P O T A B L E W A T E R S Y S T E M T H R O U G H A 2 " M E T E R E D C O N N E C T I O N A S S H O W N O N T HE PLANS, THE CONTRACTOR SHALL EXPOSE THE PI P E D O W N S T R E A M A N D F U R N I S H A N D I N S T A L L A 1 " R E D U C E D P R E S S U R E B A C K F L O W P R E V E N T I O N D E V I C E C O N F O R M I N G T O T H E C I T Y O F M E R I D I A N R E Q UIREMENTS. 7. T H E C O N T R A C T O R S H A L L P R O V I D E T H E O W N E R A C O M P L E T E S E T O F R E P R O D U C I B L E R E C O R D D R A W I N G S S H O W I N G T H E A S - C O N S T R U C T E D L O C A T I O N O F ALL SPRINKLER SYSTEM COMPONENTS ALONG WI T H C O M P L E T E O P E R A T I O N A N D M A I N T E N A N C E I N S T R U C T I O N S . T H E C O N T R A C T O R S H A L L F U R N I S H T H E O W N E R K E Y S F O R A L L I N S T A L L E D V A L V E S . 8. T H E S P R I N K L E R S Y S T E M A D J A C E N T T O F U T U R E W . H A R R I S D R I V E S H A L L B E D E S I G N E D S U C H T H A T T H E H E A D S C A N B E R E L O C A T E D T O T H E B A C K O F THE FUTURE SIDEWALK AND STILL MAINTAIN THE RE Q U I R E D O V E R L A P A N D C O V E R A G E . 9. T O P S O I L F O R L A N D S C A P E A R E A S S H A L L B E L O O S E , F R I A B L E S A N D Y L O A M , C L E A N A N D F R E E O F T O X I C M A T E R I A L S . N O X I O U S W E E D S , W E E D S E E D S , ROCKS, GRASS OR OTHER MATTER, AND SHALL HAVE A p H O F 5 . 5 T O 7 . . T H E C O N T R A C T O R S H A L L R E U S E E X I S T I N G T O P S O I L M A T E R I A L S F R O M O N - S I T E E X C A V A T I O N A N D S H A L L P R O V I D E A D D I T I O N A L T OPSOIL AS NECESSARY. TOPSOIL THICKNESS SHALL BE 12 - I N C H M I N I M U M . TR E E S PL A N T S C H E D U L E NO . 3 4 KE Y BN PS BO T A N I C A L N A M E Ba t u l a N i g r a CO M M O N N A M E Ri v e r B i r c h Pr u n u s S a r g e n t i i ' C o l u m n a r i s ' Co l u m n u a r S a r g e n t Ch e r r y PL A N T I N G S I Z E 2 C A L . B . & B . CL A S S Cl a s s I I 2 C A L . B . & B . C l a s s I NEW GRAVEL P/L P/L P/L P/L P/L P/L P/L P/L P / L P / L P / L P / L P / L P/ L P / L EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG EG PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI W TW [ ] [ ] E P E P EP EP [ ] [ ] O O O [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] O O WE L L HO U S E , RE : C - 3 0 1 2''W 2''SA <14 ' ' D R <14 ' ' D R 12''W E FU T U R E FI L T R A T I O N BU I L D I N G WA T E R L I N E & DR A I N L I N E , R E : C - 3 1 0 DE T E N T I O N PO N D 7 5 . 0 0 ' P A C I F I C N W P I P E L I N E C O R P . E A S E M E N T FU T U R E W. H A R R I S D R FU T U R E GR A Y C L I F F E S T A T E S SU B D I V I S I O N FU T U R E GR A Y C L I F F E S T A T E S SU B D I V I S I O N FU T U R E S I D E W A L K (B Y D E V E L O P E R ) OV E R A L L U T I L I T Y P L A N C-300 P : \ 2 1 4 0 9 5 M E R I D I A N W E L L , B O O S T E R , S T O R A G E ( 1 A ) \ T A S K 0 0 2 - W E L L 3 2 D E S I G N \ C _ D E S N \ _ C A D \ 3 _ D E S I G N \ D _ P L A N S - 1 \ 0 2 _ C I V I L \ C - 3 0 0 . D W G L A S T S A V E D : 9 / 2 8 / 2 0 1 7 2 : 3 9 P M P R I N T E D : 9 / 2 9 / 2 0 1 7 8 : 5 6 A M EW C JM K MS JM K 02 0 4 0 CH E C K E D : AP P R O V E D : DE S I G N E D : PROJECT NO.SHEET NO. NO . R E V I S I O N S B Y D A T E DR A W N : ME R I D I A N W E L L N O . 3 2 P U M P I N G F A C I L I T Y 214095-002 33 E . B R O A D W A Y A V E , ME R I D I A N I D A H O 8 3 6 4 2 Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t i s t h e pe r s o n a l p r o p e r t y o f K e l l e r A s s o c i a t e s , I n c . a n d s h a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f K e l l e r A s s o c i a t e s , I n c . VE R I F Y S C A L E : Sc a l e s b a s e d o n 22 " x 3 4 " p r i n t s . 90 % D e s i g n R e v i e w No t F o r C o n s t r u c t i o n 2 I n c h e s 13 1 S W 5 t h A v e n u e , S u i t e A Me r i d i a n , I d a h o 8 3 6 4 2 (2 0 8 ) 2 8 8 - 1 9 9 2 GENERAL SHEET NOTES 1. AREAS DISTURBED BY CONSTRUCTION WHERE SURFACE REPAIR IS NOT INDICATED SHALL BE RESTORED TO CONDITION PRIOR TO CONSTRUCTION. P / L P/ L P/ L P/ L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L W [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] EP E P [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] O O O O O O O O O O O O O [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] O O O O O O O O O O 1 2 ' ' W < 8 ' ' P R < 8 ' ' P R < 8 ' ' P R 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' W 2' ' S A 2' ' S A 2' ' S A 2' ' S A 2' ' S A 2' ' S A 2' ' S A 2 ' ' W <1 4 ' ' D R <1 4 ' ' D R <1 4 ' ' D R <1 4 ' ' D R <1 4 ' ' D R <1 4 ' ' D R <1 4 ' ' D R <1 4 ' ' D R 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W E E E E E E E E <8''PR < 6 ' ' D R 2''PI WE L L H O U S E , RE : M - 1 0 1 WA T E R L I N E , RE : C - 3 1 0 DR A I N L I N E , RE : C - 3 1 0 2" S A , I E = 2 7 1 1 . 7 2 12 " W , I E = 2 7 0 7 . 8 0 6" D R , I E = 2 7 1 2 . 0 5 6" P R , R E : A - 2 0 2 0306 07 04 08 02 02 09 21 20 SY S T E M F L U S H MA N H O L E , R E : C - 3 1 0 FU T U R E FI L T R A T I O N BU I L D I N G DE T E N T I O N PO N D 22 12 8" P R , I E = 2 7 0 9 . 7 8 24 6" D R , I E = 2 7 1 1 . 9 6 8" P R , R E : C - 3 1 0 (2 6 . 6 ± L F ) (5 0 . 4 ± L F ) 08 10FUTUREW. HARRIS ST 2" W , I E = 2 7 1 1 . 7 2 2" P I , I E = 2 7 1 1 . 7 2 (1 6 . 9 ± L F ) 02 (5 6 . 4 ± L F ) (7 . 8 ± L F ) 05 (1 2 . 5 ± L F ) 13 11 15 23 14 17 16 FU T U R E S I D E W A L K (B Y D E V E L O P E R ) WE L L H O U S E U T I L I T Y P L A N C-301 P : \ 2 1 4 0 9 5 M E R I D I A N W E L L , B O O S T E R , S T O R A G E ( 1 A ) \ T A S K 0 0 2 - W E L L 3 2 D E S I G N \ C _ D E S N \ _ C A D \ 3 _ D E S I G N \ D _ P L A N S - 1 \ 0 2 _ C I V I L \ C - 3 0 1 . D W G L A S T S A V E D : 9 / 2 9 / 2 0 1 7 8 : 5 5 A M P R I N T E D : 9 / 2 9 / 2 0 1 7 8 : 5 6 A M EW C JM K MS JM K CH E C K E D : AP P R O V E D : DE S I G N E D : PROJECT NO.SHEET NO. NO . R E V I S I O N S B Y D A T E DR A W N : ME R I D I A N W E L L N O . 3 2 P U M P I N G F A C I L I T Y 214095-002 33 E . B R O A D W A Y A V E , ME R I D I A N I D A H O 8 3 6 4 2 Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t i s t h e pe r s o n a l p r o p e r t y o f K e l l e r A s s o c i a t e s , I n c . a n d s h a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f K e l l e r A s s o c i a t e s , I n c . VE R I F Y S C A L E : Sc a l e s b a s e d o n 22 " x 3 4 " p r i n t s . 90 % D e s i g n R e v i e w No t F o r C o n s t r u c t i o n 2 I n c h e s 13 1 S W 5 t h A v e n u e , S u i t e A Me r i d i a n , I d a h o 8 3 6 4 2 (2 0 8 ) 2 8 8 - 1 9 9 2 GENERAL SHEET NOTES SHEET KEYNOTES 01 NOT USED 02 PIPE 2" (XX)03 PIPE 6" (XX)04 PIPE 8" (XX)05 PIPE 12" (XX)06 FITTING - 6" TEE 07 FITTING - 8" 45° BEND 08 FITTING - FLEXIBLE COUPLING TYPE I,RE: A4/C-501 (MATCH PIPE SIZE)09 WATER METER, RE: CITY OF MERIDIAN STD W16 & W5 10 FITTING - 12" BLIND FLANGE 11 6" CLEAN-OUT, RE: CITY OF MERIDIAN STD S2 12 FIRE HYDRANT, RE: CITY OF MERIDIAN STD W7 & W9 (COORDINATE LOCATION WITH DEVELOPER)13 VALVE - 2" WITH VALVE BOX & LID, RE: CITY OF MERIDIAN STD W11 (INSTALL 2" BLIND FLANGE)14 VALVE - 12" WITH VALVE BOX & LID, RE: CITY OF MERIDIAN STD W11 15 CATCH BASIN, RE: B5/C-501 16 FITTING - 2" 90° BEND 17 FITTING - 2" TEE 20 SEE SHEET E-101 21 NEW ELECTRICAL SERVICE TRANSFORMER WITH POWER METER. COORDINATE WITH IDAHO POWER 22 NEW UNDERGROUND SERVICE CONDUITS BY IDAHO POWER. COORDINATE WITH IDAHO POWER FOR CONDUIT STUB UP LOCATION 23 TO SPRINKLER SYSTEM, RE: C-201 &SPECIFICATIONS 24 NEW ELECTRICAL CONDUIT & WIRE, RE: E-601 FOR CONDUIT & WIRE SIZE1. PROVIDE CONCRETE THRUST BLOCKS AT EACH VERTICAL AND HORIZONTAL CHANGE IN DIRECTION, RE: ISPWC SD-403.2. WATER LINES AND SAMPLE LINE TO HAVE A MINIMUM 4 FEET OF COVER.3. UTILITY TRENCHING, RE: CITY OF MERIDIAN STD SW1.05 1 0 FI N I S H F L O O R 10 0 ' - 0 " TO P O F F O O T I N G 98 ' - 0 " TO P O F M A S O N R Y 11 0 ' - 0 " 07 (T Y P 3 ) 05 04 (T Y P 5 ) 01 09 06 03 03 10 (T Y P ) 11 08 02 FI N I S H F L O O R 10 0 ' - 0 " TO P O F F O O T I N G 98 ' - 0 " TO P O F M A S O N R Y 11 0 ' - 0 " 02 05 04 (T Y P 5 ) 03 06 01 03 03 11 13 1 S W 5 t h A v e n u e , S u i t e A Me r i d i a n , I d a h o 8 3 6 4 2 (2 0 8 ) 2 8 8 - 1 9 9 2 PROJECT NO.SHEET NO. Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t i s t h e pe r s o n a l p r o p e r t y o f K e l l e r A s s o c i a t e s , I n c . a n d s h a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f K e l l e r A s s o c i a t e s , I n c . NO . RE V I S I O N S DR A W N : DE S I G N E D : CH E C K E D : AP P R O V E D : Sc a l e B a s e d o n 22 " x 3 4 " s h e e t BY DA T E VE R I F Y S C A L E 2 I n c h e s 90 % D e s i g n R e v i e w No t F o r C o n s t r u c t i o n ME R I D I A N W E L L N O . 3 2 P U M P I N G F A C I L I T Y 33 E . B R O A D W A Y A V E . ME R I D I A N , I D A H O 8 3 6 4 2 9 / 2 9 / 2 0 1 7 9 : 1 9 : 1 1 A M P : \ 2 1 4 0 9 5 M e r i d i a n W e l l , B o o s t e r , S t o r a g e ( 1 a ) \ T a s k 0 0 2 - W e l l 3 2 D e s i g n \ c _ D E S N \ _ C A D \ 3 _ D E S I G N \ c _ R E V I T \ W E L L 3 2 B U I L D I N G - 1 . r v t A-201 BU I L D I N G E L E V A T I O N S 214095-002 DA C MS MS JM K GENERAL SHEET NOTES SHEET KEYNOTES1.SEE ADDITIONAL INFORMATION ON GENERAL STRUCTURAL AND GENERAL ARCHITECTURAL DETAILS AND PLANS.2.COLORS TO BE SELECTED BY OWNER DURING SUMBITTAL PROCESS. 3 / 8 " = 1 ' - 0 " A1 NO R T H 3 / 8 " = 1 ' - 0 " B1 SO U T H 01 SMOOTH FACE CMU w/ STUCCO FINISH, COLOR BY OWNER 02 SYNTHETIC STONE WAINSCOAT, COLOR AND STYLE BY OWNER 03 LIGHT FIXTURE, RE: ELECTRICAL 04 SOLATUBE TUBE, RE: STD DTL A-258 05 SHINGLE ROOFING, RE: S302 06 RAINGUTTER AND DOWNSPOUT, RE: A653 07 FLOOD VENT, RE: XXXX 08 PIPE, RE: MECHANICAL 09 PUMP REMOVAL HATCH 10 2'-0"x 4'-0" GLASS BLOCK A SSEMBLY, RE: ELEVATIONS &STD DTL A-007 11 BOSTON RIDGE CAP FI N I S H F L O O R 10 0 ' - 0 " TO P O F F O O T I N G 98 ' - 0 " TO P O F M A S O N R Y 11 0 ' - 0 " 3 ' - 2 " RE : C I V I L 04 08 01 02 03 09 07 03 05 06 (T Y P 5 ) 06 11 FI N I S H F L O O R 10 0 ' - 0 " TO P O F F O O T I N G 98 ' - 0 " TO P O F M A S O N R Y 11 0 ' - 0 " RE : C I V I L 04 08 01 02 03 07 05 06 09 06 (T Y P 5 ) 03 11 13 1 S W 5 t h A v e n u e , S u i t e A Me r i d i a n , I d a h o 8 3 6 4 2 (2 0 8 ) 2 8 8 - 1 9 9 2 PROJECT NO.SHEET NO. Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t i s t h e pe r s o n a l p r o p e r t y o f K e l l e r A s s o c i a t e s , I n c . a n d s h a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f K e l l e r A s s o c i a t e s , I n c . NO . RE V I S I O N S DR A W N : DE S I G N E D : CH E C K E D : AP P R O V E D : Sc a l e B a s e d o n 22 " x 3 4 " s h e e t BY DA T E VE R I F Y S C A L E 2 I n c h e s 90 % D e s i g n R e v i e w No t F o r C o n s t r u c t i o n ME R I D I A N W E L L N O . 3 2 P U M P I N G F A C I L I T Y 33 E . B R O A D W A Y A V E . ME R I D I A N , I D A H O 8 3 6 4 2 9 / 2 9 / 2 0 1 7 9 : 1 9 : 1 4 A M P : \ 2 1 4 0 9 5 M e r i d i a n W e l l , B o o s t e r , S t o r a g e ( 1 a ) \ T a s k 0 0 2 - W e l l 3 2 D e s i g n \ c _ D E S N \ _ C A D \ 3 _ D E S I G N \ c _ R E V I T \ W E L L 3 2 B U I L D I N G - 1 . r v t A-202 BU I L D I N G E L E V A T I O N S 214095-002 DA C Ch e c k e r De s i g n e r JM K 3 / 8 " = 1 ' - 0 " A1 EA S T 3 / 8 " = 1 ' - 0 " B1 W E S T GENERAL SHEET NOTES SHEET KEYNOTES1.SEE ADDITIONAL INFORMATION ON GENERAL STRUCTURAL AND GENERAL ARCHITECTURAL DETAILS AND PLANS.2.COLORS TO BE SELECTED BY OWNER DURING SUMBITTAL PROCESS.01 SMOOTH FACE CMU, COLOR BY OWNER 02 SYNTHETIC STONE WAINSCOAT, COLOR AND STYLE BY OWNER 03 LIGHT FIXTURE, RE: ELECTRICAL 04 SKYLIGHT, RE: S314 05 SHINGLE ROOFING, RE: S302 06 RAINGUTTER AND DOWNSPOUT, RE: A653 07 PIPE, RE: MECHANICAL 08 HARDIE BOARD SIDING, COLOR BY OWNER 09 PUMP REMOVAL HATCH 11 BOSTON RIDGE CAP 13 1 S W 5 t h A v e n u e , S u i t e A Me r i d i a n , I d a h o 8 3 6 4 2 (2 0 8 ) 2 8 8 - 1 9 9 2 PROJECT NO.SHEET NO. Th i s d o c u m e n t o r a n y p a r t t h e r e o f i n d e t a i l o r d e s i g n c o n c e p t i s t h e pe r s o n a l p r o p e r t y o f K e l l e r A s s o c i a t e s , I n c . a n d s h a l l n o t b e c o p i e d i n a n y fo r m w i t h o u t t h e w r i t t e n a u t h o r i z a t i o n o f K e l l e r A s s o c i a t e s , I n c . NO . RE V I S I O N S DR A W N : DE S I G N E D : CH E C K E D : AP P R O V E D : Sc a l e B a s e d o n 22 " x 3 4 " s h e e t BY DA T E VE R I F Y S C A L E 2 I n c h e s 90 % D e s i g n R e v i e w No t F o r C o n s t r u c t i o n ME R I D I A N W E L L N O . 3 2 P U M P I N G F A C I L I T Y 33 E . B R O A D W A Y A V E . ME R I D I A N , I D A H O 8 3 6 4 2 9 / 2 9 / 2 0 1 7 9 : 1 9 : 1 8 A M P : \ 2 1 4 0 9 5 M e r i d i a n W e l l , B o o s t e r , S t o r a g e ( 1 a ) \ T a s k 0 0 2 - W e l l 3 2 D e s i g n \ c _ D E S N \ _ C A D \ 3 _ D E S I G N \ c _ R E V I T \ W E L L 3 2 B U I L D I N G - 1 . r v t A-701 3D C O N C E P T U A L R E N D E R I N G 214095-002 DA C MS JM K JM K 1 2 " = 1 ' - 0 " A1 3D C O N C E P T U A L R E N D E R I N G