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Home My WebLink AboutADDENDUM 2 - 19-00727 - Spori Annex - Ceramic & Sculpture Labs Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu Addendum #002 January 15, 2020 Project: BYU-Idaho – Spori Annex 2019 Project No: 11513 A Sculpture and Ceramics Facility for University Academics To: Contractors bidding on the Spori Annex project From: Chad Alldredge, University Architect (208) 496-2659 Architecture & Construction Management Services Fax (208) 496-2653 213 University Operations Building Rexburg, Idaho 83460-8205 Attached: 1 Landscape Page(s): 2 including this cover page. This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated 27 November 2019 as noted below. Acknowledge receipt of this Addendum in the space provided in the lower part of page 2 of the Form of Proposal. Failure to do so may subject the Bidder to disqualification. I. CHANGES TO PRIOR ADDENDA: A N/A II. CHANGES TO BIDDING REQUIREMENTS: A Project Dates – clarification is given that construction at the project site cannot start until January 29, 2020. Equipment and materials submittals can proceed prior to that as it is anticipated a contract will be awarded shortly after the bid date. The project completion date is still October 31, 2020. III. CHANGES TO SPECIFICATIONS: A N/A IV. CHANGES TO DRAWINGS: A Sheet L103, Details: Adjusted notes and details to the landscape irrigation plan details sheet. End of Addendum #002 Issued by: Chad Alldredge I L C E N S E D L A N D S C A P E A RCHITECT S T A T E O F I D A H O DAV ID V A N W E A V E R L A - 7 6 * * LANDSCAPE ARCHITECTURE - LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208)529-9504 COPYRIGHT WEAVER& ASSOCIATES PA DESIGN AND DRAWING NOT TO BE USED WITHOUT THE WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND PERFORMED IN THE INTEREST OF THE OWNER. NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT WEAVER & ASSOCIATES PA 0 1 - 0 8 - 2 0 W e a v e r & A s s o c i a t e s P A w e a v e r l a n d s c a p e @ g m a i l . c o m ( 2 0 8 ) 5 2 9 - 9 5 0 4 W E A V E R P R O J E C T N A M E : S H E E T N A M E : N O . D E S C R I P T I O N D A T E O F S H E E T N U M B E R : D R A W N B Y : C H E C K E D B Y : R E V I S I O N S C H E D U L E 1 1 5 1 3 P R O J E C T N O : D O C U M E N T S T A T U S S T A T U S D A T E 1 1 - 2 7 - 1 9 B I D D O C U M E N T S © 2 0 1 9 B Y U - I D A H O 5 2 5 S O U T H C E N T E R S T R E E T R E X B U R G , I D A H O , 8 3 4 6 0 BRIGHAM YOUNG UNIVERSITY - IDAHO SPORI ANNEX C I V I L E N G I N E E R C o n n e c t E n g i n e e r i n g 1 1 5 0 H o l l i p a r k D r . I d a h o F a l l s , I D 8 3 4 0 1 C o n t a c t : B l a k e J o l l e y b j o l l e y @ c o n n e c t e n g r . c o m ( 2 0 8 ) 6 8 1 - 8 5 9 0 S T R U C T U R A L E N G I N E E R T a n n e r B a r f u s s S t r u c t u r a l E n g i n e e r i n g 2 3 3 N 1 2 5 0 W # 2 0 1 C e n t e r v i l l e , U T 8 4 1 0 4 C o n t a c t : D o n B a r f u s s d b a r f u s s @ t b s e . u s ( 8 0 1 ) 2 9 8 - 8 7 9 5 A R C H I T E C T U R A L B r i g h a m Y o u n g U n i v e r s i t y - I d a h o 5 2 5 S o u t h C e n t e r S t r e e t 2 1 3 U n i v e r s i t y O p e r a t i o n s B u i l d i n g R e x b u r g , I D 8 3 4 6 0 - 8 2 0 5 C o n t a c t : C h a d A l l d r e d g e a l l d r e d g e c @ b y u i . e d u ( 2 0 8 ) 4 9 6 - 2 6 5 9 M E C H A N I C A L E N G I N E E R E n g i n e e r e d S y s t e m s A s s o c i a t e s 1 1 3 5 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 4 C o n t a c t : D w a n e S u d w e e k s d c s @ e n g s y s t e m s . c o m ( 2 0 8 ) 2 3 3 - 0 5 0 1 E L E C T R I C A L E N G I N E E R P a y n e E n g i n e e r i n g I N C . 1 8 2 3 E a s t C e n t e r S t r e e t P o c a t e l l o , I D 8 3 2 0 1 C o n t a c t : T o d d P a y n e p a y n e e n g i n e e r i n g @ g m a i l . c o m ( 2 0 8 ) 2 3 2 - 4 4 3 9 L A N D S C A P E D E S I G N E R W e a v e r & A s s o c i a t e s 1 6 0 5 S W o o d r u f f A v e n u e I d a h o F a l l s , I D 8 3 4 0 4 C o n t a c t : D a v e W e a v e r w e a v e r l a n d s c a p e @ g m a i l . c o m 1 R E V I S E N O T E 1 0 / L 1 0 2 1 2 - 0 4 - 1 9 2 M I R R O R B U I L D I N G 1 2 - 1 0 - 1 9 3 C L A R K L A N D S C A P I N G 0 1 - 0 8 - 2 0 4 C H A N G E S S H E E T L 1 0 3 0 1 - 1 5 - 2 0 NOT TO SCALE BROAD UPRIGHT TYPE PLANTS TYPICAL MEASUREMENT FOR DEPTH AVERAGE HEIGHT AVERAGE SPREADDIAMETERTWO-THIRDS OF THE HEIGHT.SHOULD NOT BE LESS THAN THE SPREAD. HOWEVER, THE SPREAD EQUAL TO IF NOT GREATER THAN MOST CASES HAVE A HEIGHT NOTE: WELL GROWN MATERIAL WILL INANOT TO SCALE PROSTRATE TYPE PLANTS AVERAGE SPREADDIAMETERDEPTHAS 12" STOCK.NARROWEST, IT S H O U L D B E C L A S S I F I E D THE WIDEST WAY A N D 9 " T H E PLANT IS UNEVEN, F O R E X A M P L E , 1 5 " THE SAME IN ANY D I R E C T I O N . I F A AND TRANSPLANT E D S H O U L D M E A S U R E DIAMETER. PLANT S P R O P E R L Y T R I M M E D OF PLANT AND NO T T H E G R E A T E S T MEASUREMENT S H O U L D B E A V E R A G E TYPICAL MEASUREMENT FOR B D L 1 0 3 N O T T O S C A L E S H R U B P L A N T I N G D E T A I L , T Y P S H R U B P L A N T I N G S O I L F E R T I L I Z E R T A B L E T 1 2 " T O P S O I L S U B S O I L C N O T T O S C A L E D E T A I L I N L A W N A R E A , T Y P L 1 0 3 L 1 0 3 L103 C O N T R O L L E R D E T A I L N O T T O S C A L E GL103 I N 6 ' D I A . C I R C L E F E R T I L I Z E R T A B L E T S P L A N T I N G M I X T O P D R E S S I N G M U L C H T R E E R E M O V E T W I N E A N D T O P 1 / 3 O F B U R L A P 1 2 " T O P S O I L S U B S O I L 1 2 " T O P S O I L 3 " D E E P L A Y E R O F O R G A N I C L A W N F I N I S H G R A D E T R E E S T A K E A N D T R E E S T A K I N G T I E S S P R A Y H E A D F L E X I B L E R I S E R E L L L O C A T E H E A D S N O C L O S E R T H A N 1 2 " F R O M B U I L D I N G O R W A L L 1 " T O 3 " C L E A R A N C E C O N C W A L K , C U R B O R M O W S T R I P , O R P O P - U P F L E X I B L E R I S E R L A T E R A L L I N E N O T T O S C A L E 1 / 2 " B E L O W E D G E S P R A Y H E A D D E T A I L , T Y P O T H E R B O U N D A R Y S T R E E T E L L P L 1 0 3 GALVANIZED EXTENSION VALVE BOXISOLATION VALVE BRASS GATE VALVE BOXFINISH GRADECONCRETE PAVER A T EACH CORNERISOLATION VALVE, TYPNOT TO SCALE GRAVEL TO DEPTHOF EXCAVATION O L 1 0 3 TRENCH DETAIL, TYPNOT TO SCALE NOT TO SCALE TRENCH FOR SLEEVES DETAIL, TYP C O N T R O L V A L V E D E T A I L , T Y P N O T T O S C A L E F L O W S E N S O R D E T A I L , T Y P N O T T O S C A L E B L O W O U T C O N N E C T I O N N O T T O S C A L E J L 1 0 3 I L 1 0 3 M L 1 0 3 KL103LL103 E X T E N S I O N V A L V E B O X G A L V A D A P T E R V A L V E B O X F I N I S H G R A D E S T O P V A L V E 1 " B R A S S P V C M A I N L I N E G A T E V A L V E 1 " B R A S S S T O P V A L V E D R A I N B L O W O U T I S O L A T I O N C O N C R E T E P A V E R A T E A C H C O R N E R D E C O D E R P V C M A I N L I N E E X T E N S I O N V A L V E B O X V A L V E B O X G R A V E L T O D E P T H O F E X C A V A T I O N T A P E W I R E T O M A I N L I N E S L O P E C O N T R O L V A L V E D E T A I L , T Y P N O T T O S C A L E C O N C R E T E P A V E R A T E A C H C O R N E R G R A V E L T O D E P T H O F E X C A V A T I O N P V C M A I N L I N E E X T E N S I O N V A L V E B O X V A L V E B O X F I N I S H G R A D E T A P E W I R E T O M A S T E R V A L V E M A I N L I N E U N I O N G A L V . D E C O D E R M A S T E R V A L V E D E T A I L , T Y P N O T T O S C A L E V A L V E L A B E L C O N C R E T E P A V E R A T E A C H C O R N E R G R A V E L T O D E P T H O F E X C A V A T I O N MAINLINE GALVANIZEDMAINLINE G A L V A N I Z E D M A I N L I N E P V C M A I N L I N E P V C M A I N L I N E G A L V A N I Z E D A D A P T E R A N D N I P P L E S A N D G A L V A N I Z E D A D A P T E R 3 ' M I N I M U M B E T W E E N F L O W S E N S O R A N D M A S T E R V A L V E 5 ' M I N I M U M B E T W E E N S E N S O R 4'-6" 1 8 " B E L O W G R A D E 1 - 1 / 4 " C O N D U I T I N S T A L L E D F I N I S H G R A D E S C H 4 0 S T E E L A B O V E G R A D E C O N T R O L W I R E C O N D U I T : 1 - 1 / 4 " O F M E C H A N I C A L E N C L O S U R E C O N T R O L L E R O N I N S I D E W A L L E N C L O S E 1 1 0 V C O N D U C T O R S I N C O N D U I T F R O M C O N T R O L L E R T O P O W E R S O U R C E . C O M P L Y W I T H C O D E S . T O M A I N L I N E T O C O N T R O L L E R C O N N E C T E T H E R N E T W I R I N G D E C I D U O U S T R E E P L A N T I N G FL103 H L 1 0 3 N L 1 0 3 A B12 3 C D 4 FLOW F L O W F L O W F L O W Details O F L 1 0 3 1 1 5 9 T o t a l S h e e t s 3 " D E E P L A Y E R O F O R G A N I C T O P D R E S S I N G M U L C H G A L V A N I Z E D M A I N L I N E EACH CORNER FINISH GRADEPRESSURE REDUCING VALVE DETAIL, TYP NOT TO SCALE 2" BRASS PRESSUREDCAVALVE BOXWITH EXTENSION 2" GALVANIZED CONC EDGE3' MIN CLEARANCEGRAVEL TO DEPTHOF EXCAVATION GALV UNION (2)REDUCING VALVEPAVER AT 2" LINE FROMFLOW I N 4 ' - 6 " D I A M E T E R C I R C L E T O P S O I L S U B S O I L T O P 1 / 3 O F B U R L A P R E M O V E T W I N E A N D P L A N T I N G M I X 1 8 " D E E P M I N F E R T I L I Z E R T A B L E T S E V E R G R E E N T R E E P L A N T I N G D E T A I L , T Y P N O T T O S C A L E T R E E 3 " D E E P L A Y E R O F 6 ' D I A C I R C L E T O P D R E S S I N G M U L C H L A W N F I N I S H G R A D E 12"4" E L 1 0 3 LATERAL LINEMAIN PVC LINE. TAPE 14 GAGE WARNING TAPE 6" ABOVEMAINLINEGREEN TRACER WIRE TO TOPOF MAINLINE AT 10'-0" O.C. TAPEDECODER CABLE TO BOTTOM SIDE COMPACTED BACKFILL2" SAND OR ROCK FREESOIL AROUND ALL PIPELATERAL LINE SLEEVE PAVING OR WALKWHERE SHOWN FINISH GRADEWIRING SLEEVE 18" LATERAL LINES24" MAINLINES24"12" L I N E L A T E R A L CONC EDGEWIRE CONN E C T O R S 3 ' M I N C L E A R A N C E A T E A C H C O R N E R C O N C R E T E P A V E R A T T A C H 1 4 G A G E G R E E N T R A C E R W I R E T O T O P O F M A I N L I N E 1 0 ' - 0 " O / C I N S T A L L 2 ' L O O P I N W I R E I N V A L V E B O X G R A V E L T O D E P T H O F E X C A V A T I O N GALVANIZED R I S E R , ELL AND NIP P L E S G A L V A N I Z E D U N I O N , A D A P T E R A N D N I P P L E S WATERPRO O F W I R E C O N N E C T O R S W A T E R P R O O F EXTENSION VALVE BOX W I T H V A L V E L A B E L C O N T R O L V A L V E 6"6"WARNING TAPE 6" ABOVEMAINLINE 2" SAND OR ROCK FREESOIL AROUND PVC PIPEOF MAINLINE AT 10'-0" O.C.MAINLINE SLEEVE D E C O D E R M A I N L I N E W A R N I N G T A P E DECODER C A B L E 2' - 3' LOOP I N ATTACH DEC O D E R CABLE TO B O T T O M SIDE OF MAI N L I N E L I N E L A T E R A L C O N C E D G E W I R E C O N N E C T O R S 3 ' M I N C L E A R A N C E A T E A C H C O R N E R C O N C R E T E P A V E R G R A V E L T O D E P T H O F E X C A V A T I O N G A L V A N I Z E D R I S E R , E L L A N D N I P P L E S G A L V A N I Z E D U N I O N , A D A P T E R A N D N I P P L E S W A T E R P R O O F W I R E C O N N E C T O R S W A T E R P R O O F E X T E N S I O N V A L V E B O X W I T H V A L V E L A B E L C O N T R O L V A L V E D E C O D E R M A I N L I N E W A R N I N G T A P E D E C O D E R C A B L E 2 ' - 3 ' L O O P I N 10'-0" O/C A T T A C H 1 4 G A G E G R E E N T R A C E R W I R E T O T O P O F M A I N L I N E 1 0 ' - 0 " O / C I N S T A L L 2 ' L O O P I N W I R E I N V A L V E B O X A T T A C H D E C O D E R C A B L E T O B O T T O M S I D E O F M A I N L I N E 1 0 ' - 0 " O / C U s e w a t e r p r o o f w i r e c o n n e c t o r s t o s p l i c e c o n t r o l w i r i n g . A l l s p l i c e s s h a l l b e v i s i b l e w i t h i n a v a l v e b o x . N O T E S : 1 . 2 . U s e n e w m a t e r i a l s w h i c h m a t c h e x i s t i n g t o r e p a i r d a m a g e . N e w s p r i n k l e r s y s t e m s h a l l o p e r a t e t o g e t h e r w i t h e x i s t i n g s p r i n k l e r s y s t e m t o p r o v i d e f u l l c o v e r a g e t o l a n d s c a p e a r e a s . R e p a i r d a m a g e t o e x i s t i n g s p r i n k l e r s y s t e m c a u s e d b y d e m o l i t i o n o r c o n s t r u c t i o n . 3 . 4 . I n s t a l l w a r n i n g t a p e 6 " a b o v e m a i n l i n e a l o n g e n t i r e l e n g t h o f m a i n l i n e , i n c l u d i n g a b o v e s l e e v e s . 5 . l o c a t e d i n s i d e e a c h v a l v e b o x . I n s t a l l 1 4 g a g e g r e e n t r a c e r w i r e t a p e d t o t o p o f m a i n l i n e 1 0 ' - 0 " o / c . I n s t a l l 2 ' l o o p i n t r a c e r w i r e 6 . T a p e d e c o d e r c a b l e t o b o t t o m s i d e o f m a i n l i n e 1 0 ' - 0 " o / c . I n s t a l l 2 ' - 3 ' l o o p i n d e c o d e r c a b l e l o c a t e d i n s i d e e a c h v a l v e b o x . 4 4