Loading...
HomeMy WebLinkAboutAF23016-C-BedRock Lot 2 - Issued For PermitHIG H W A Y 2 0 PROJECT LOCATION CO V E R S H E E T C1.0 BASIS OF BEARING LEGAL DESCRIPTION TEMPORARY BENCHMARKS CONSULTANTS AGENCY CONTACTS GENERAL NOTES AGENCY APPROVALS MADISON COUNTY, IDAHO 83709 FOR BEDROCK BUSINESS CENTER LOT 2 CIVIL IMPROVEMENT PLANS ” ” ” ” ” ” ” ” ” ” ” FLOOD ZONE INFORMATION VICINITY MAP NORTH VICINITY MAP NORTH # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ C V . D W G 3/ 6 / 2 0 2 5 6 : 0 1 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D Sheet List Table Sheet Number Sheet Title NO T E S S H E E T C1.1 GENERAL NOTES WATER NOTES ’ ’ ’ ’ ’ SEWER NOTES ADA NOTES ENGINEERING GRADING NOTES STORM DRAIN CONSTRUCTION NOTES # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ N T . D W G 3/ 6 / 2 0 2 5 6 : 0 1 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D SU R V E Y ( F O R R E F E R E N C E O N L Y ) C1.2 NORTH 1" = 2 0 0 ' # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ S U R V E Y . D W G 3/ 6 / 2 0 2 5 6 : 0 2 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D DE M O L I T I O N P L A N C2.0 NORTH GENERAL NOTES DEMOLITION NOTESDEMOLITION NOTES LEGEND # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ D M . D W G 3/ 6 / 2 0 2 5 6 : 0 2 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D HIG H W A Y 2 0 PROJECT LOCATION ER O S I O N C O N T R O L C O V E R C3.0 EROSION CONTROL PLAN FOR STORM WATER POLLUTION PREVENTION PLAN MAINTENANCE NOTESSTORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES EROSION CONTROL GENERAL NOTES BEDROCK BUSINESS CENTER LOT 2 MADISON COUNTY, ID 83440 REXBURG, ID QUADRANGLE MAP VICINITY MAP NORTH VICINITY MAP NORTH SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NORTH CONSULTANTS AGENCY CONTACTS ER O S I O N C O N T R O L C O V E R # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ E S C . D W G 3/ 6 / 2 0 2 5 6 : 0 2 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D PROJECT LOCATION PAD = 61.50 ER O S I O N C O N T R O L P L A N C3.1 GENERAL NOTES SEQUENCE OF CONSTRUCTION MAINTENANCE LEGEND NORTH # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ E S C . D W G 3/ 6 / 2 0 2 5 6 : 0 3 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D ER O S I O N C O N T R O L DE T A I L S C3.2 5 VEHICLE TRACKING CONTROL23SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT TEMPORARY SEDIMENT TRAP4SILT FENCE OVERLAP DETAIL1 DROP INLET PROTECTION DETAIL 6 7CURB INLET PROTECTION DETAIL CONCRETE WASHOUT DETAIL STORM SEWER GRATE REINFORCED CORNERS MANAGEABLE 2 FOOT CONTAINMENT AREA LIFT STRAPS OPTIONAL OVERFLOW PORTS DUMPING STRAPS STORM INLET CITY/STATE: PROJECT: DATE:DR. NO: DR. BY: DETAIL OF INLET SEDIMENT CONTROL DEVICE DANDY SACKTM Ô Ô Ô Grab Tensile Strength ASTM D 4632 Grab Tensile Elongation ASTM D 4632 Puncture Strength ASTM D 4833 Mullen Burst Strength ASTM D 3786 Trapezoid Tear Strength ASTM D 4533 UV Resistence ASTM D 4355 Apparent Opening Size ASTM D 4751 Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) Permittivity ASTM D 4491 Ô Grab Tensile Strength ASTM D 4632 Grab Tensile Elongation ASTM D 4632 Puncture Strength ASTM D 4833 Mullen Burst Strength ASTM D 3786 Trapezoid Tear Strength ASTM D 4533 UV Resistence ASTM D 4355 Apparent Opening Size ASTM D 4751 Flow Rate ASTM D 4491 1/min/m (gal/min/ft ) Permittivity ASTM D 4491 Ô CITY/STATE: PROJECT: DATE:DR. NO: DR. BY: DETAIL OF INLET SEDIMENT CONTROL DEVICE WITH CURB FILTER DANDY CURB SACK STORM GRATE LIFT STRAPS CURB FILTER OPTIONAL OUTFLOW PORTS DUMPING STRAPS CURB OPENING REINFORCED CORNERS MANAGEABLE 2 FOOT CONTAINMENT AREA Ô Ô Ô Grab Tensile Strength ASTM D 4632 kN (lbs)1.78 (400) x 1.40 (315) Grab Tensile Elongation ASTM D 4632 %15 x 15 Puncture Strength ASTM D 4833 kN (lbs)0.67 (150) Mullen Burst Strength ASTM D 3786 kPa (psi)5506 (800) Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.67 (150) x 0.73 (165) UV Resistence ASTM D 4355 %90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft )2852 (70) Permittivity ASTM D 4491 Sec 0.90-1 22 Ô Grab Tensile Strength ASTM D 4632 kN (lbs)1.62 (365) X 0.89 (200) Grab Tensile Elongation ASTM D 4632 %24 X 10 Puncture Strength ASTM D 4833 kN (lbs)0.40 (90) Mullen Burst Strength ASTM D 3786 kPa (psi)3097 (450) Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.51 (115) X 0.33 (75) UV Resistence ASTM D 4355 %90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft )5907 (145) Permittivity ASTM D 4491 Sec 2.1-1 22 Ô ’’ 8 DIVERSION SWALE DETAIL BERM DITCH BERM / DITCH NATURAL GROUND OR FILL SLOPE. NATURAL GROUND OR CUT/FILL SLOPE. NATURAL GROUND OR FILL SLOPE. COMPACTED BERM COMPACTED BERM 18" MIN. FLOW 12" MIN. FLOW FLOW 2:1 M A X . 12" MIN. 18" MIN. 18" MIN. # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ E S C . D W G 3/ 6 / 2 0 2 5 6 : 0 3 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D DOUBLE RR ROAD (PRIVATE) DOUBLE RR ROAD (PRIVATE) LOT 2 2.7 AC DO U B L E R R R O A D (P R I V A T E ) DO U B L E R R R O A D (P R I V A T E ) DO U B L E R R R O A D (P R I V A T E ) BE A R W O R L D R O A D 5. 0 ' 11 . 0 ' 9. 0 ' TY P . 9. 0 ' TY P . 5. 0 ' 11 . 0 ' 9. 0 ' TY P . 5. 0 ' 11 . 0 ' 9. 0 ' TY P . 20.0' TYP. 20.0' TYP.25.0'5.0'100.0'77.1' 4. 9 ' 5. 0 ' 15 . 0 ' 25 . 0 ' 15 . 0 ' 40 0 . 0 ' 14 . 6 ' R8' R 8 ' R 2 0 ' R5' 25.0'25.0' 25.0' 7. 0 ' 17.9' 14 . 0 ' SI T E P L A N C4.0 SI T E P L A N NORTH LEGEND GENERAL NOTES CONSTRUCTION NOTES # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ S P . D W G 3/ 6 / 2 0 2 5 6 : 0 3 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D SITE INFORMATION SITE LOCATION BEAR WORLD ROAD MADISON COUNTY, ID 83440 TOTAL SITE AREA 17.8 ACRES LOT AREA 2.7 ACRES MINIMUM LOT AREA 1.0 ACRES MINIMUM LOT WIDTH 250 FEET EXISTING ZONING AGRICULTURE (MADISON COUNTY) PROPOSED ZONING COMMERCIAL EXISTING USE VACANT LOT PROPOSED USE INDUSTRIAL BUSINESS PARK PROPOSED BUILDING AREA 40,000 SF BUILDING SETBACKS FRONT SETBACK 30 FEET SIDE SETBACK 15 FEET REAR SETBACK 25 FEET LANDSCAPE REQUIREMENTS LOT LIMITED TO 2,500 GALLONS PER DAY OF WATER PARKING REQUIREMENTS PARKING ON ROADWAY NOT ALLOWED PARKING STALLS REQUIRED N/A PARKING STALLS PROVIDED 69 STALLS (2 ADA) BICYCLE STALLS REQUIRED N/A BICYCLE STALLS PROVIDED N/A 2 1 3 PAD = 61.50 SEE DETAIL FOR INFO SEE DETAIL FOR INFO SEE DETAIL FOR INFO NORTH DISCLAIMER NOTE GRADING AND DRAINAGE NOTES LEGEND GENERAL NOTES GR A D I N G & D R A I N A G E P L A N # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ G D . D W G 3/ 6 / 2 0 2 5 6 : 0 4 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D ADA RAMP BLOWUP DETAIL 2ADA RAMP BLOWUP DETAIL 1 ADA RAMP BLOWUP DETAIL 3 C5.0 PAD = 61.50 NORTH ST O R M D R A I N P L A N C6.0 LEGEND GENERAL NOTES STORM DRAIN NOTES STORM DRAIN CALCS # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ S D . D W G 3/ 6 / 2 0 2 5 6 : 0 4 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D DOUBLE RR ROAD (PRIVATE) DOUBLE RR ROAD (PRIVATE) DO U B L E R R R O A D (P R I V A T E ) DO U B L E R R R O A D (P R I V A T E ) BE A R W O R L D R O A D LOT 2 PAD = 61.50 40,000 SF UT I L I T Y P L A N C7.0 NORTH GENERAL NOTES SEWER CONSTRUCTION NOTES WATER CONSTRUCTION NOTES LEGEND # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ U T . D W G 3/ 6 / 2 0 2 5 6 : 0 4 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D DE T A I L S C8.0 # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ D T . D W G 3/ 6 / 2 0 2 5 6 : 0 4 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D ADA ACCESSIBLE SIGN POST DETAIL SCALE: NTSPARALLEL CURB RAMP DETAIL ACCESSIBLE PARKING SYMBOL DETAIL SCALE: NTS LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING NOTES: 1.SEE SITE PLAN FOR TOTAL LAYOUT. 2.THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3.8' ACCESS AISLE SHALL BE PLACED ON THE PASSENGER SIDE OF A VAN ACCESSIBLE SPACE. 4.ALL DIMENSIONS ARE TO CENTER LINE OF STRIPE UNLESS OTHERWISE INDICATED. ACCESSIBLE PAINT STRIPING DETAILSCALE: NTS SCALE: NTS 6" VERTICAL CURB DETAIL SCALE: NTS3 1 2 4 5 DE T A I L S C8.1 # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ D T . D W G 3/ 6 / 2 0 2 5 6 : 0 4 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D SEEPAGE BED DETAIL6 7 TYPICAL BOLLARD DETAIL SCALE: NTS 8 CURB CUT DETAIL SCALE: NTS SYMBOL DESCRIPTION QTY METAL METAL EDGE 355 lf MULCH ROCK MULCH - 1"-2" ANGULAR GREY 3"-4" DEPTH 11,045 sf BE-101 REFERENCE NOTES SCHEDULE SYMBOL CODE BOTANICAL / COMMON NAME CALIPER QTY TREES AN Acer x freemanii 'Autumn Blaze' Autumn Blaze Maple 1.5" Cal.28 CI Crataegus crus-galli inermis Thornless Cockspur Hawthorn 1.5" Cal.18 SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY SHRUBS CK Calamagrostis x acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 3 gal.30 JB Juniperus horizontalis 'Blue Rug' Blue Rug Juniper 5 gal.60 SYMBOL BOTANICAL / COMMON NAME SIZE QTY GROUND COVERS NATIVE SEED BLEND Seed mix from Idaho Grimm Growers Warehouse Corp or approved equal ---27,100 sf PLANT SCHEDULE BE A R W O R L D R O A D SIGNAGE - SEE CIVIL SITE PLAN SIGNAGE - SEE CIVIL SITE PLAN SIGNAGE - SEE CIVIL SITE PLAN DOUBLE RR ROAD (PRIVATE) DOUBLE RR ROAD (PRIVATE) DO U B L E R R R O A D (P R I V A T E ) LOT 2 PAD = 61.50 40,000 SF BE A R W O R L D R O A D PROPERTY LINEPROPERTY LINE LA N D S C A P E P L A N L1.01 NORTH Landscape Requirements Existing zoning: AG Proposed zoning: LI 107-75 Turf limitations Required: Provided: Max 25% of landscaped area Required Provided* * No Turf included 107-78 Street Trees Required: Provided: 1 Tree per 20 LF plus 1 at end 21 21 107-80 Parking Lot Landscaping Required: Provided: Perimeter parking lot areas shall contain 1 tree per 4 parking spaces 18 18 1 Large tree per Island 10 10 BE-101 BE-101 # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ L P . D W G 3/ 6 / 2 0 2 5 6 : 0 5 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D TL CM R TL LA-16751 **CHRI S T O P HER M. R O S E S T A T E O F IDA H O L I C E N S E D LANDSCA P E A R CHITECT 3/6/2025 LA N D S C A P E D E T A I L S L1.02 SHRUB / GROUND COVER PLANTING N.T.S. PREPARED SOIL BACKFILL, SEE SPECIFICATIONS CONTAINER GROWN SHRUB / GROUNDCOVER PLANT, SIZE AS NOTED ON PLANS MULCH PER PLANS 1" MAXIMUM OVER ROOTBALL 8" MIN. UNDISTURBED SUBGRADE TOP OF ROOT BALL SHALL MATCH ADJACENT GRADE FINISH GRADE NOTE: IN HARD SOIL CONDITIONS, OVER-EXCAVATE PLANT PIT AND PLACE ROOTBALL ON 8" OF PREPARED BACKFILL. CREATE 'CHIMNEYS' (MIN. 2 [EVENLY SPACED, NOT DIRECTLY BENEATH ROOTBALL] @ 6" DEEP) TO PROMOTE DRAINAGE ROOT BALL FERTILIZER TABLETS PER SPECIFICATIONS 1 KHA-GP-03 TREE PLANTING AND STAKING N.T.S. PREPARED SOIL BACKFILL, SEE SPECIFICATIONS TOP OF ROOTBALL TO MATCH FINISH GRADE OF SURFACE MULCH 14 GAUGE, ANNEALED STEEL GUY WIRE INSIDE 1/2" I.D. BLACK RUBBER HOSE AND TWISTED CLOSED AT ENDS 8' x 2" TREATED LODGE POLE PINE TREE STAKES, TWO (2) PER TREE; AVOID PENETRATING ROOT BALL MULCH PER PLANS 1" MAXIMUM OVER ROOTBALL 3/4" Ø VINYL OR 2-PLY FABRIC BEARING RUBBER HOSE. 8" MIN. Ø LOOP AROUND TRUNK. 14 GAUGE, ANNEALED STEEL GUY WIRE. STAPLE ENDS TO INSIDE OF TREE STAKE. ADJUST TENSION BY TURNING WIRE PAIRS FROM THE MIDDLE ROOT BALL CREATE TREE WELL AROUND BASE OF TREE AT DRIPLINE UNDISTURBED SUBGRADE FINISHED GRADE TREE STAKE, TYP. ENDS OF WIRE ON INSIDE OF STAKE TREE TRUNK 8" MIN. 2' MIN. 3' MAX. 2' MIN. 18" MIN. NOTE: IN HARD SOIL CONDITIONS, CREATE 'CHIMNEYS' (MIN. 3 [EVENLY SPACED, NOT DIRECTLY BENEATH ROOTBALL] @ 18" DEEP) TO PROMOTE DRAINAGE PLAN VIEW NOTE: REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) FERTILIZER TABLETS PER SPECIFICATIONS 2 KHA-GP-01 METAL EDGER AT PLANTING BED N.T.S. UNDISTURBED NATIVE SOIL AMENDED PLANTING SOIL, REF. PLANTING SOIL PLANS AND PLANTING SPECIFICATIONS TOPSOIL, REF. PLANTING SOIL PLAN AND PLANTING SPECIFICATIONS TURF (SOD)LANDSCAPE BED METAL EDGING, 3 16" COLOR: BLACK 4oz FILTER FABRIC 3" MIN. DEPTH MULCH - SEE PLANS 3 KHA-GP-05 ROCK MULCH INSTALLATION N.T.S. 1.COMPACT SUBGRADE TO 80% AND INSTALL WEED FILTER FABRIC PRIOR TO INSTALLATION OF MULCH AT REQUIRED DEPTH. KEEP TOP OF MULCH 1" BELOW ADJACENT WALKS, CURBS, OR OTHER HARD SURFACES. 2.MULCH SHALL BE INSTALLED SO WEED FILTER FABRIC IS NOT VISIBLE. NOTE SUBGRADE COMMERCIAL GRADE WEED FILTER FABRIC - DEWITT PRO5, OR EQUAL (SHALL NOT BE VISIBLE) ROCK MULCH PER PLANS, DEPTH PER PLANS SIDEWALK, CURB, OR CONCRETE EDGING FINISHED GRADE 4 KHA-GP-06 NATIVE GRASS SEEDING MIX SPECIFICATION 1.APPLICATION OF SEED SHALL BE PER SUPPLIERS SPECIFICATIONS. GENERAL NOTES AND GUIDELINES PROVIDED BELOW FOR REFERENCE ONLY. PERENNIAL MIXES PERFORM BEST WHEN PLANTED IN SPRING, EARLY SUMMER OR LATE FALL. PLANT LATE ENOUGH IN THE FALL THAT SEED REMAINS DORMANT AND DOES NOT GERMINATE UNTIL SPRING. PERENNIALS CAN BE PLANTED IN EARLY FALL IF THERE ARE AT LEAST 10-12 WEEKS OF GROWING TIME BEFORE THE PLANTS GO INTO WINTER DORMANCY. IN MILD CLIMATES PLANT DURING COOLER MONTHS FOR BEST RESULTS. SITE PREPARATION: FOR BEST RESULTS PLANT ON CLEARED GROUND. REMOVE ALL WEEDS, GRASSES AND EXISTING VEGETATION BEFORE PLANTING. LOOSEN COMPACTED SOIL BY SCRAPING, TILLING, OR SCARIFYING. TILLING SHOULD BE UTILIZED ONLY WHEN SOIL IS VERY COMPACT. IF SOIL IS TILLED, TAKE CARE NOT TO PLANT SEEDS DEEPER THAN 1/4 INCH. PLANTING DEPTH (BROADCAST): RAKE SEEDS IN LIGHTLY, COVERING THEM NO MORE THAN 2-3 TIMES THEIR THICKNESS. SOME SEEDS WILL SHOW ON THE SURFACE. EXCESSIVE COVER MAY RESULT IN POOR GERMINATION. MOISTURE: PLANTED AREAS MUST BE KEPT CONSISTENTLY MOIST FOR 4-6 WEEKS DURING THE GROWING SEASON UNTIL SEEDLINGS ARE WELL ESTABLISHED. DURING THIS PERIOD, DAILY WATERING MAY BE NECESSARY IF RAINFALL IS INADEQUATE. THEREAFTER, WATERING SHOULD BE GRADUALLY REDUCED. MAINTENANCE: WEED CONTROL: MONTHLY WEED CONTROL IS ESSENTIAL TO A HEALTHY AND SATISFYING SEED STAND WEEDS SHOULD BE ELIMINATED AS SOON AS THEY CAN BE RECOGNIZED EITHER BY PULLING, SPOT-SPRAYING WITH A GENERAL HERBICIDE, OR SELECTIVE CUTTING WITH A STRING TRIMMER. FERTILIZATION: FERTILIZERS ARE USUALLY NOT NECESSARY FOR SEED PLANTINGS. IF SOIL FERTILITY IS VERY LOW, HOWEVER, A LOW NITROGEN FERTILIZER CAN BE USED. ORGANIC MATTER SUCH AS COMPOST. IF YOU SUSPECT A PROBLEM WITH SOIL FERTILITY, WE RECOMMEND A SOIL TEST AND.OR PLANT TISSUE ANALYSIS. SUPPLEMENTAL WATERING: WATERING IS CRITICAL TO SEED MAINTENANCE. IN MOIST CLIMATES, REGULAR RAINFALL MAY MAKE SUPPLEMENTAL WATERING UNNECESSARY. IN ARID CLIMATES OR DURING DROUGHT CONDITIONS, UP TO 1/2 INCH OF SUPPLEMENTAL WATER PER WEEK MAY BE REQUIRED TO MAINTAIN AN OPTIMAL DISPLAY. RESEEDING: TO OVERCOME THINING OVER TIME, IT IS BEST TO RESEED ANNUALS EVERY YEAR BUT NO LONGER THAN 5 YEARS. IN THE FALL REMOVE DEAD SEE STALKS AND EXCESSIVE PLANT MATERIAL BY MOWING OR CUTTING TO A HEIGHT OF FOUR TO SIX INCHES. PERENNIAL PLANTINGS CAN BE RESEEDED IF THERE ARE BARE SPOTS IN THE AREA. SPRING RESEEDING SHOULD BE COMPLETED AS SOON AS THE GROUND IS WORKABLE. FALL MOWING AND CLEANUP: FOR A NEAT APPEARANCE, MOW SEED TO A HEIGHT OF FOUR TO SIX INCHES AFTER THEY HAVE "GONE TO SEED." # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ L P . D W G 3/ 6 / 2 0 2 5 6 : 0 5 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D TL CM R TL LA-16751 **CHRI S T O P HER M. R O S E S T A T E O F IDA H O L I C E N S E D LANDSCA P E A R CHITECT 3/6/2025 LA N D S C A P E SP E C I F I C A T I O N S L1.03 A.SCOPE OF WORK 1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. B.PROTECTION OF EXISTING STRUCTURES 1.ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BEST MANAGEMENT PRACTICES (BMP) DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MAINTENANCE OF TRAFFIC (MOT) THAT MAY BE REQUIRED FOR THE PROJECT. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. C.PROTECTION OF EXISTING PLANT MATERIALS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF FOUR HUNDRED DOLLARS ($400) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. 2.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. D.MATERIALS 1.GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) CUBIC FOOT TOPSOIL MIX ONE (1) CUBIC FOOT PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 2.PLANT MATERIALS a.FURNISH NURSERY-GROWN PLANTS TRUE TO GENUS, SPECIES, VARIETY, CULTIVAR, STEM FORM, SHEARING, AND OTHER FEATURES INDICATED IN PLANT SCHEDULE SHOWN ON DRAWINGS AND COMPLYING WITH ANSI Z60.1; AND WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF AND FREE OF DISEASE, PESTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. b.TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. c.NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE PROJECT LANDSCAPE ARCHITECT. ANY ROW TREES MUST BE APPROVED BY OFFICE OF THE CITY FORESTER. d.PROVIDE PLANTS OF SIZES, GRADES, AND BALL OR CONTAINER SIZES COMPLYING WITH ANSI Z60.1. PLANTS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO PROJECT LANDSCAPE ARCHITECT WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. e.PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. f.TREES WITH DAMAGED, CROOKED, OR MULTIPLE LEADERS; TIGHT VERTICAL BRANCHES WHERE BARK IS SQUEEZED BETWEEN TWO BRANCHES OR BETWEEN BRANCH AND TRUNK ("INCLUDED BARK"); CROSSING TRUNKS; CUT-OFF LIMBS MORE THAN 3 4 INCH (19 MM) IN DIAMETER; OR WITH STEM GIRDLING ROOTS WILL BE REJECTED. g.FURNISH TREES AND SHRUBS WITH ROOTS BALLS MEASURED FROM TOP OF ROOT BALL, WHICH SHALL BEGIN AT ROOT FLARE ACCORDING TO ANSI Z60.1. ROOT FLARE SHALL BE VISIBLE BEFORE PLANTING. h.LABEL AT LEAST ONE PLANT OF EACH VARIETY, SIZE, AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF COMMON NAME AND FULL SCIENTIFIC NAME, INCLUDING GENUS AND SPECIES. INCLUDE NOMENCLATURE FOR HYBRID, VARIETY, OR CULTIVAR, IF APPLICABLE FOR THE PLANT AS SHOWN ON DRAWINGS. i.IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS IS SHOWN ON DRAWINGS, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD, AND NUMBER THE LABELS TO ASSURE SYMMETRY IN PLANTING. E.SOIL MIXTURE 1.CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 2.SOIL MIXTURE SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. a.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT OPENINGS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER, HAVE A PH BETWEEN 5.5 AND 8.0, AND SOLUBLE SALTS LESS THAN 3.0 MMHOS/CM. SUBMIT SOIL SAMPLE AND PH TESTING RESULTS FOR APPROVAL. b.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. 3.TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. F.WATER 1.WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. *WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO JURISDICTIONAL AUTHORITY. G.FERTILIZER 1.CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. * FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. H.MULCH 1.MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE) OR AS SHOWN IN PLANTING DETAILS. UNLESS OTHERWISE NOTED ON PLANS, MULCH SHALL BE DOUBLE SHREDDED HARDWOOD MULCH DARK BROWN FINES. DYED MULCH IS NOT ACCEPTABLE. SUBMIT SAMPLES TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. MULCH SHALL BE PROVIDED OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE RING (6' MINIMUM) PLANTED UNDER THIS CONTRACT, AS WELL AS FOR ANY EXISTING LANDSCAPE AREAS AS SHOWN ON PLANS. I.DIGGING AND HANDLING 1.ALL TREES SPECIFIED SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE APPROVED BY PROJECT LANDSCAPE ARCHITECT. 2.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 3.B&B, AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. J.CONTAINER GROWN STOCK 1.ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2.AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3.ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED. K.MATERIALS LIST 1.QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE PLANS SHALL GOVERN. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE. L.FINE GRADING 1.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN DISTURBED DURING CONSTRUCTION. 2.THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. 3.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. M.PLANTING PROCEDURES 1.THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, BUILDING MATERIALS, AND TOXIC MATERIAL SHALL BE COMPLETELY REMOVED FROM PLANTING AREAS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS IN PLANTING AREAS WHICH WILL ADVERSELY AFFECT THE PLANT GROWTH, THE CONTRACTOR SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2.VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3.CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL. 4.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5.COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE SHALL BE EXERCISED. 6.WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7.ALL PLANTING OPENINGS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH ANSI Z60.1-2014 AMERICAN STANDARD FOR NURSERY STOCK. 8.TEST ALL TREE OPENINGS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. 9.TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMEN. 10.PRIOR TO EXCAVATION OF TREE OPENINGS, AN AREA EQUAL TO TWO TIMES THE DIAMETER OF THE ROOT BALL SHALL BE ROTO-TILLED TO A DEPTH EQUAL TO THE DEPTH OF THE ROOT BALL. 11.EXCAVATION OF TREE OPENINGS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES. 12.IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO-TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE ROOT BALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL DEPTH PLUS 6". 13.TREE OPENINGS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE OPENING SHALL BE DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL IS 1" ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION. 14.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 15.SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION 'E'. 16.TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 17.AMEND PINE AND OAK PLANT OPENINGS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT OPENINGS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. 18.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. 19.ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 20.TREES SHALL BE PRUNED, IN ACCORDANCE WITH ANSI A-300, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST. 21.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOWN ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 22.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 23.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S RECOMMENDATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) N.LAWN SODDING 1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3.PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4.SODDING a.THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. b.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 6.LAWN MAINTENANCE a.WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK, INCLUDING REGRADING IF NECESSARY. b.CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. O.EDGING 1.CONTRACTOR SHALL INSTALL 4"X1 8" ROLLED TOP STEEL EDGING BETWEEN ALL SOD/SEED AREAS AND PLANTING BEDS. P.CLEANUP 1.UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM CONTRACTORS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. Q.PLANT MATERIAL MAINTENANCE 1.ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, PRUNING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. R.FINAL INSPECTION AND ACCEPTANCE OF WORK 1.FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. S.WARRANTY 1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. 3.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. GENERAL LANDSCAPE SPECIFICATIONS KHA-SP-01 # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ L P . D W G 3/ 6 / 2 0 2 5 6 : 0 5 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D TL CM R TL LA-16751 **CHRI S T O P HER M. R O S E S T A T E O F IDA H O L I C E N S E D LANDSCA P E A R CHITECT 3/6/2025 BE A R W O R L D R O A D DOUBLE RR ROAD (PRIVATE) DOUBLE RR ROAD (PRIVATE) DO U B L E R R R O A D (P R I V A T E ) LOT 2 PAD = 61.50 40,000 SF BE A R W O R L D R O A D PROPERTY LINEPROPERTY LINE RSC POC BP MV D FS 1" 1" 3 4" 3 4" 114" 114" 114" 1" 114" 3 4" 1 7.5 3 4" 2 15 3 4" 3 1.11 3 4" SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI Rain Bird 1800-1400 Flood Fixed flow rate 0.25 GPM - 2.0 GPM, full circle bubbler, 1/2in. FIPT. 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-075-PRF Low Flow Drip Control Kit, 3/4in. Low Flow Valve, 3/4in. Pressure Regulating RBY Filter, and 30psi pressure regulator. 0.2GPM-5GPM. Pipe Transition Point above grade Pipe transition point from PVC lateral to drip tubing with riser to above grade installation. Area to Receive Drip Emitters Rain Bird XBT-PC Single Outlet, Pressure Compensating Drip Emitters. Flow rates of 0.5 GPH=blue, 1.0 GPH=black, and 2.0 GPH=red. Comes with a 1/2in. FPT inlet x barb outlet. Emitter Notes: 1.0 emitters (1 assigned to each 3 gal. plant) 1.0 emitters (1 assigned to each 5 gal. plant) SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird 33-DLRC 3/4in. Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Rubber Cover, Double Track Key Lug, and 2-Piece Body. Nibco T-113 Class 125 bronze gate shut off valve with wheel handle, same size as mainline pipe diameter at valve location. Size Range - 1/4in. - 3in. Rain Bird EFB-CP 1" 1in., 1-1/4”, 1-1/2in., 2in. Brass Master Valve, that is Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. Drain Valve Rain Bird ESP4ME3 4 Station, Hybrid Modular Outdoor Controller. For Residential or Light Commercial Use. LNK WiFi Module and Flow Sensor Ready. Rain Bird WR2-RFS Wireless Rain/Freeze Sensor. Rain Bird UFS-100 1in. Ultrasonic Flow Sensors, with Glass Filled Nylon Body. Operating Range .3 GPM-50 GPM. Size for Flow Not According to Pipe Size. Booster Pump Point of Connection 1" Shared Water Source from Well, reference Civil Utility Plan; Final Details TBD Irrigation Lateral Line: PVC Schedule 40 Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Schedule 40 1402 14041401 MV D C RS FS BP POC Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PRECIP 1 Rain Bird XCZ-075-PRF 3/4"Bubbler 7.5 36.9 0.85 in/h 2 Rain Bird XCZ-075-PRF 3/4"Bubbler 15 36.9 0.86 in/h 3 Rain Bird XCZ-075-PRF 3/4"Area for Drip Emitters 1.11 16.3 0.07 in/h VALVE SCHEDULE Generated:2025-02-28 11:35 P.O.C. NUMBER: 01 Water Source Information:Shared Water Source from Well, reference Civil Utility Plan; Final Details TBD FLOW AVAILABLE Point of Connection Size:1" Flow Available 19.62 GPM PRESSURE AVAILABLE Static Pressure at POC:0 PSI Booster Pump pressure provided:65 PSI Pressure Available:65 PSI DESIGN ANALYSIS Maximum Station Flow:15 GPM Flow Available at POC:19.62 GPM Residual Flow Available:4.62 GPM Critical Station:2 Design Pressure:20 PSI Friction Loss:3.22 PSI Fittings Loss:0.32 PSI Elevation Loss:0 PSI Loss through Valve:13.4 PSI Pressure Req. at Critical Station:36.9 PSI Loss for Fittings:0.32 PSI Loss for Main Line:3.15 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:0 PSI Loss for Master Valve:1.2 PSI Critical Station Pressure at POC:41.6 PSI Pressure Available:65 PSI Residual Pressure Available:23.4 PSI CRITICAL ANALYSIS IR R I G A T I O N P L A N L2.01 NORTH # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ L I . D W G 3/ 6 / 2 0 2 5 6 : 0 6 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D TL CM R TL LA-16751 **CHRI S T O P HER M. R O S E S T A T E O F IDA H O L I C E N S E D LANDSCA P E A R CHITECT 3/6/2025 IR R I G A T I O N D E T A I L S L2.02 # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ L I . D W G 3/ 6 / 2 0 2 5 6 : 0 6 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D TL CM R TL SECURITY ENCLOSURE W/ PAINTED STEEL TUBE FRAME & EXPANDED METAL SIDE & TOP PANELS. U-BOLT FOR PADLOCKING CLASS "B" CONCRETE PAD PVC MALE ADAPTER, TYP. REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER W/ SHUT-OFF VALVES. FINISHED GRADE COPPER ELL, TYP. PVC MAINLINE, SEE PLAN FOR DETAILS TO SYSTEM TO POINT OF CONNECTION UNDISTURBED SUBGRADE OR COMPACTED TO 95% 8" MIN. ALL SIDES 1"4"12" MIN. CAST BRONZE, TYP. BOTH SIDES TYPE K COPPER PIPE & FITTINGS, TYP. SLEEVE OR EXPANSION JOINT MATERIAL, TYP. 18" MIN. ALL COPPER PIPE BELOW GRADE SHALL BE WRAPPED W/ POLYETHYLENE TAPE N.T.S. BACKFLOW PREVENTER IN SECURITY ENCLOSURE1 KHA-GI-01 18" MIN. REINFORCED PLASTIC ACCESS BOX W/ COVER & EXTENSION(S) AS REQ'D BRICK, TYPICAL OF FOUR, ONE AT EACH CORNER PVC MAINLINE, PER PLANS SCH. 80 PVC FEMALE ADAPTER & PIPE NIPPLE, TYP. BOTH SIDES SCH. 80 PVC UNION, TYP. BOTH SIDES ELECTRIC REMOTE CONTROL MASTER VALVE, SIZE AS NOTED ON PLANS FINISHED GRADE, MULCH PER PLANS 1/2" REVEAL 8" DEEP (3/4"Ø) GRAVEL BED 3" MIN. NOTES: 1.ALL WIRES TO BE INSTALLED PER LOCAL CODE. TAPE AND BUNDLE WIRES EVERY 7'. PROVIDE EXPANSION COIL AT EACH WIRE CONNECTION IN VALVE BOX (WRAP AROUND 1/2" Ø PIPE 15 TIMES). 2.COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS ADJACENT UNDISTURBED SOIL. 3.ALL THREADED PVC JOINTS SHALL BE WRAPPED WITH TEFLON TAPE. N.T.S. MASTER VALVE ASSEMBLY2 KHA-GI-02 REINFORCED PLASTIC ACCESS BOX W/ COVER & EXTENSION(S) AS REQ'D SCH. 80 PVC COUPLING, TYP. BOTH SIDES 1/2" REVEAL 8" DEEP 3/4" Ø GRAVEL SUMP COMMUNICATION CABLE TO CONTROLLER FINISHED GRADE SOIL OR DECOMPOSED GRANITE PIPE SIZE SAME AS FLOW SENSOR SIZE, 10 PIPE DIAMETERS (MIN.) UPSTREAM OF FLOW SENSOR PIPE SIZE SAME AS FLOW SENSOR SIZE, 5 PIPE DIAMETERS (MIN.) DOWNSTREAM OF FLOW SENSOR SCH. 40 PVC CONDUIT W/ LONG RADIUS ELL 18" MIN. BRICK, TYPICAL OF FOUR, ONE AT EACH CORNER PROVIDE PULSE DECODER, PULSE TRANSMITTER, PULSE TRANSMITTER POWER SUPPLY, AND SURGE PROTECTOR IN ACCORDANCE WITH FLOW SENSOR / CONTROL SYSTEM MANUFACTURER'S RECOMMENDATIONS. 3" MIN. NOTE: PVC MAINLINE, PER PLANS FLOW METER / SENSOR FLOW SENSOR ASSEMBLY N.T.S. 3 KHA-GI-03 10" X 15" RECTANGULAR BOX WITH 6" EXTENSION SET BOX FLUSH TO FINISH GRADE BRASS ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAINLINE PVC MAINLINE SCH 80 THREADED NIPPLE, AS REQUIRED ADAPTER TWO 6 X 2 X 16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX BRASS BALL ISOLATION VALVE N.T.S. 4 KHA-GI-04 DETECTABLE MAINLINE MARKING TAPE NOTES: 1.SELECT BACKFILL SHALL BE SAND OR SOIL FREE OF ROCKS AND STONES LARGER THAN 1/4" DIA. 2.BACKFILL MATERIAL SHALL BE WATERED IN AND COMPACTED TO DENSITY OF ADJACENT UNDISTURBED SOIL. 8" 18" MIN. 6" MIN. MAINLINE PIPE COMMON / CONTROL WIRES SAND BEDDING EXCAVATED SOIL, REPLACED AND COMPACTED 3"MIN. - SIDES AND TOP OF PIPE 3" MIN. ALL SIDES 12" MIN. EXCAVATED SOIL, REPLACED AND COMPACTED FINISHED GRADE LATERAL PIPE SELECT BACKFILL FINISHED GRADE PVC MAINLINES AND LOW VOLTAGE CONTROL WIRES PVC LATERAL/ DRIP SYSTEM HEADER PIPE DETECTABLE MARKING TAPE PIPE TRENCHING AND BACKFILL - MAINLINE, LATERALS, AND MARKING TAPE N.T.S. 5 KHA-GI-06 WIRE CONNECTORS BRICK FOR FOOTING, ONE AT EACH CORNER BRASS BALL VALVE SURFACE MULCH PER PLANS SCH 80 PVC THREADED UNION AND FITTINGS, TYP. SCH. 80 PVC MAINLINE FITTING CONTROL / COMMON WIRES REINFORCED PLASTIC ACCESS BOX W/ COVER 12" REVEAL ELECTRIC REMOTE CONTROL VALVE (OR DRIP ZONE CONTROL KIT), SIZE AND MODEL AS NOTED ON PLANS 12" DEEP (3/4"Ø) GRAVEL SUMP PVC LATERAL NOTES: 1.ALL WIRES TO BE INSTALLED PER LOCAL CODE. TAPE AND BUNDLE WIRES EVERY 7'. PROVIDE EXPANSION COIL AT EACH WIRE CONNECTION IN VALVE BOX (WRAP AROUND 1/2" Ø PIPE 15 TIMES). 2.COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS ADJACENT UNDISTURBED SOIL. 3.ALL THREADED PVC JOINTS SHALL BE WRAPPED WITH TEFLON TAPE. SCH 80 FEMALE ADAPTER AND NIPPLE ELECTRIC REMOTE CONTROL VALVE N.T.S. 6 KHA-GI-07 QUICK-COUPLING VALVE: PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL VALVE BOX WITH COVER: STAINLESS STEEL GEAR PVC SCH 40 ELL RAIN BIRD MODEL 44LRC RAIN BIRD VB-6RND FINISH GRADE/TOP OF MULCH BRICK (1 OF 2) (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC MAINLINE PIPE2" x 2" REDWOOD STAKE WITH PVC SCH 40 TEE OR ELL CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1/2" REVEAL ROUND, REINFORCED PLASTIC ACCESS BOX W/ COVER NOTE: FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK COUPLING VALVE N.T.S. 7 KHA-GI-08 1.FOR WIRE SIZES NO. 14, 12, AND 10, ALL CONNECTIONS IN VALVE BOXES ONLY. 2.INSTALL SPEARS DS-100 DRI-SPLICE CONNECTORS WITH DS-300 SEALANT. NOTES STEP 1 STEP 2 STEP 3 STEP 4 PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE APPLY SEALER TO OUTSIDE OF SEALING PLUG - FILL CAVITY WITH SEALER STRIP WIRES APPROX. 1" FROM ENDS - TWIST ENDS TOGETHER SLIP BASE SOCKET OVER END OF WIRES PULL BASE SOCKET OVER WIRE END AS FAR AS POSSIBLE PUSH SEALING PLUG INTO BASE SOCKET PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION DRI-SPLICE TYPE WIRE CONNECTOR IRRIGATION WIRE CONNECTION N.T.S. 8 KHA-GI-09 BACKFILL WITHIN 3" OF SLEEVE SHALL BE FREE OF ROCKS AND STONES LARGER THAN 1/4" DIA. IF ROCK CANNOT BE REMOVED FROM EXCAVATED SOIL, PROVIDE CLEAN SAND BEDDING. 12" MIN. FOR LATERALS 18" MIN. FOR MAINLINES 12" MIN. SCH. 40 PVC PIPE SLEEVE, SIZE NOTED ON PLANS PERMANENTLY NOTCH OR OTHERWISE MARK HARDSCAPE WHERE SLEEVE OCCURS FINISHED GRADE HARDSCAPE, TYPICAL MAINLINE AND LATERAL PIPE SLEEVING N.T.S. 9 KHA-GI-10 PVC MAINLINE, SEE PLAN FOR DETAILS WIRES TO CONTROLLER SPARE WIRES THAT ARE TO TERMINATE AT THIS BOX: COIL 30" LENGTH AND I.D. TAG 1/2" REVEAL RECTANGULAR VALVE BOX AND COVER; HEAD BRAND "J BOX" ON LID WITH 2" HIGH LETTERS FINISHED GRADE LOOP, BUNDLE, AND LABEL SPARE WIRES THAT ARE TO CONTINUE, AS OCCURS 1/2" WIRE CLOTH GOPHER PROTECTION SCREEN, WRAP 6" UP SIDES (2) 6x2x16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX J BOX IRRIGATION WIRING JUNCTION BOX N.T.S. 10 KHA-GI-11 (LENGTH AS REQUIRED) PVC SCH 40 ELL RAIN BIRD MODEL PA-8S PLASTIC SHRUB ADAPTER: PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) UV RADIATION RESISTANT FINISH GRADE/TOP OF MULCH PVC SCH 40 TEE OR ELL PVC LATERAL PIPE PVC SCH 40 STREET ELL 1/2-INCH PVC SCH 80 NIPPLE PVC SCH 40 STREET ELL 1800 SERIES PLASTIC NOZZLE: RAIN BIRD 2" MAX BUBBLER EMITTER N.T.S. 11 KHA-GI-12 WALL NOTES: 1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. IRRIGATION CONTROLLER: CONTROLLER IN CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY IRRIGATION CONTROLLER WALL MOUNT N.T.S. 12 KHA-GI-14 6" MIN. EAVE OF BUILDING RAIN SENSOR FEMALE ADAPTOR (SLIP X FIPT) 3/4 - INCH CLASS 200 PVC PIPE SECURE WITH APPROVED PIPE ANCHOR (1 OF 3) 45º EL (SLIP X SLIP) (1 OF 2) 90º EL (SLIP X SLIP) WIRE TO IRRIGATION CONTROLLER SDFS RAIN SENSOR BUILDING MOUNT N.T.S. 13 KHA-GI-15 5 4 5 3 2 1 321 7 6 4 NOTES: 1. USE RAIN BIRD XERIMAN TOOL XM-TOOL TO INSERT EMITTER DIRECTLY INTO 12" POLYETHYLENE TUBING. 2. RAIN BIRD XERI-BUG BARB X BARB EMITTERS ARE AVAILABLE IN THE FOLLOWING MODELS: XB-05PC 0.5 GPH XB-10PC 1.0 GPH XB-20PC 2.0 GPH 6 7 DIFFUSER BUG CAP: RAIN BIRD DBC-025 UNIVERSAL 14" TUBING STAKE: RAIN BIRD TS-025 3/4" DISTRIBUTION TUBING:RAIN BIRD XQ TUBING (LENGTH AS REQUIRED) TOP OF MULCH SINGLE-OUTLET BARB INLET X BARB OUTLET EMITTER: RAIN BIRD XERI-BUG EMITTER 3/4" POLYETHYLENE TUBING: RAIN BIRD XF SERIES TUBING OR RAIN BIRD XT-700 XERI-TUBE OR RAIN BIRD XBS BLACK STRIPE TUBING FINISH GRADE AREA FOR DRIP EMITTERS N.T.S. 14 KHA-GI-16 TYPICAL 3/4" DRIP TUBING. 3/4" FPT X 3/4" DRIP TUBING ADAPTER. COMPRESSION TEE. 6" DRIP BOX. 3 4" SCHEDULE 80 NIPPLE AS REQUIRED. PVC LATERAL LINE. 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 1 2"FINISHED GRADE. PIPE TRANSITION POINT N.T.S.KHA-GI-19 15 NATIVE SEED AREAS WITHOUT PERMANENT DESIGNED IRRIGATION ARE TO BE WATERED THROUGH ESTABLISHMENT BY THE CONTRACTOR. TEMPORARY IRRIGATION MEANS AND METHODS ARE TO BE BY CONTRACTOR. CONTRACTOR SHALL SUBMIT TEMPORARY WATERING PLAN AND SCHEDULE TO OWNER FOR REVIEW AND APPROVAL. SEED AREAS THAT DO NOT GERMINATE OR STRUGGLE DUE TO LACK OF WATER SHALL BE REAPPLIED AT NO ADDITIONAL COST TO THE OWNER TEMPORARY IRRIGATION FOR NATIVE SEED AREAS KHA-SP-03 UNLESS OTHERWISE SPECIFIED, THE AUTOMATIC SPRINKLER IRRIGATION SYSTEM LAYOUT AS SHOWN ON THE PLANS SHALL BE CONSIDERED SCHEMATIC. SOME PIPING LAYOUT AND COMPONENTS MAY BE SHOWN OUTSIDE LANDSCAPE AREAS FOR PLAN CLARITY ONLY - ALL EQUIPMENT, PIPING, EMISSION DEVICES, ETC. SHALL BE INSTALLED WITHIN LANDSCAPE AREAS, EXCEPT WHERE PIPE IS SLEEVED BENEATH PAVEMENT. THE CONTRACTOR SHALL LAY OUT THE ENTIRE SYSTEM USING STAKES TO INDICATE THE LOCATION OF THE VARIOUS COMPONENTS. PRELIMINARY ADJUSTMENTS TO CONFORM TO ACTUAL SITE CONDITION SHALL BE ACCOMPLISHED AT THIS TIME AND THE APPROVAL OF THE OWNER'S REPRESENTATIVE OBTAINED PRIOR TO ANY ACTUAL WORK BEING PERFORMED. UTILITY CONNECTIONS, BOTH WATER AND ELECTRICAL, SHALL BE AS SHOWN ON THE PLANS OR AS DESIGNATED BY THE UTILITY CONCERNED. UNLESS SPECIFICALLY EXEMPTED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL PAY ALL COSTS CONCERNED IN PROVIDING THESE SERVICES. THE LAYOUT AND LOCATION SHOWN FOR DRIP EMITTERS IS DIAGRAMMATIC, AND USED TO CALCULATE SYSTEM FLOWS, ZONE SIZES, ETC. CONTRACTOR SHALL PROVIDE AND INSTALL DRIP EMITTERS WITH THE APPROPRIATE FLOW RATES AND OPEN OUTLETS TO PROVIDE IRRIGATION TO ALL PROPOSED PLANTINGS, BASED ON ACTUAL FIELD LOCATIONS OF PLANTINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EMITTERS PER APPLICABLE JURISDICTION DETAILS, SPECIFICATIONS, AND REQUIRED DISTRIBUTION TUBING LENGTH REQUIREMENTS. ADDITIONAL AND/OR ALTERNATE EMITTERS MAY BE REQUIRED. IRRIGATION DISCLAIMER KHA-SP-04 CONTROLLER(S) SHALL BE LOCATED AT LOCATION SHOWN ON PLAN; FIELD VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE. POWER SUPPLY (AS REQUIRED BY SPECIFIED CONTROLLER) IS NOT WITHIN THE IRRIGATION CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS. COORDINATE POWER SUPPLY WITH ELECTRIC PROVIDER AND GENERAL CONTRACTOR. HOOK-UP OF CONTROLLER TO PROVIDED POWER SUPPLY SHALL BE BY THE IRRIGATION CONTRACTOR. APPLICABLE SLEEVE PENETRATIONS THROUGH BUILDINGS / WALLS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. IRRIGATION CONTROLLER NOTE KHA-SP-05 SLEEVES SHALL BE PROVIDED AND INSTALLED FOR ALL PIPING AND WIRING UNDER ROADWAYS, WALKWAYS, AND OTHER HARDSCAPE FEATURES GREATER THAN 24" IN WIDTH. SLEEVES FOR CONTROL WIRES SHALL BE 2" DIA. SCH 40 PVC AND CONTAIN NO MORE THAN 25 WIRES PER SLEEVE. FOR PLAN CLARITY, SLEEVE LOCATIONS AND SYMBOLS ARE REPRESENTATIVE AND DIAGRAMMATIC; COORDINATE SLEEVE LOCATIONS WITH GENERAL CONTRACTOR. IRRIGATION SLEEVING / WIRING KHA-SP-06 LA-16751 **CHRI S T O P HER M. R O S E S T A T E O F IDA H O L I C E N S E D LANDSCA P E A R CHITECT 3/6/2025 IR R I G A T I O N SP E C I F I C A T I O N S L2.03 # Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o f t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . Pa t h : Da t e : Us e r : K: \ B O I _ C I V I L \ 1 9 3 1 2 7 0 0 0 C O N C R E T E M I L L S \ C A D D \ I M P R O V E M E N T P L A N S \ L O T 2 \ L I . D W G 3/ 6 / 2 0 2 5 6 : 0 6 P M FO U S H E E , A S H T O N DR A W I N G N A M E . : CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. DA T E DE S C R I P T I O N SEAL SHEET NO. PR O J E C T N o . : SC A L E ( H ) : SC A L E ( V ) : DR A W N B Y : DE S I G N E D B Y : CH E C K E D B Y : Bo i s e , I d a h o 8 3 7 0 2 ( 2 0 8 ) 2 9 7 - 2 8 8 5 11 0 0 W . I d a h o S t r e e t , S u i t e 2 1 0 © 2 0 2 2 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . JK BM PC -- - 19 3 1 2 7 0 0 0 BE D R O C K B U S I N E S S C E N T E R MA D I S O N C O U N T Y , I D TL CM R TL GENERAL A.QUALIFICATIONS OF IRRIGATION CONTRACTOR 1.ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FOR SPECIFIC EQUIPMENT AND SYSTEM LAYOUT. 2.THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATION INSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSED IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR PROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITE AND SUPERVISING ALL IRRIGATION WORK. 3.A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. B.SCOPE OF WORK 1.WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS. 2.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OF CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALL PREVAIL. 3.THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER, BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS. 4.FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. PRODUCTS A.ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR AN 'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST. B.BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. C.PIPING 1.PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT-OF-CONNECTION: a.SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS b.CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2" c.CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER 2.SLEEVING AND NON-PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): SCH 40 PVC 3.FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE. D.VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL BEAR A PRE-MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS. E.QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS. F.VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING BOLT-DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE STATION NUMBER HEAT-BRANDED INTO THE LID WITH 2" HIGH LETTERS. G.FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS. H.INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE TUBING ASSEMBLY. I.AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL-PROOF ENCLOSURE FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE-VOLTAGE DISCONNECT SWITCH WITH GROUND FAULT PROTECTION. J.WIRING: 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL, SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR STATION AND COMMON WIRE. 1.STATION WIRE - ANY COLOR EXCEPT WHITE OR BLUE 2.COMMON WIRE - WHITE 3.EXTRA COMMON WIRES - BLUE K.WIRE SPLICES: WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX. L.RAIN SENSOR: TYPE AND MODEL PER PLANS. METHODS A.THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO PLACEMENT LOCATION IS CORRECT. B.THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IMMEDIATELY. C.THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS. D.SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER SUPPLY. E.THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. F.AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT LEAST 60 PSI AND LESS THAN 80 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED RANGE, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION, THE IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN SUCH CIRCUMSTANCES. G.THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, STRUCTURES AND UTILITIES. H.COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES. I.TRENCHING NEAR EXISTING TREES: 1.CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK). 2.ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. 3.ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS. 4.ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS. J.BACKFILL 1.ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH, SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH IN ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVE LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHES OF ROCK-FREE SOIL, SAND, OR OTHER APPROVED MATERIAL. 2.IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE OF DEBRIS. K.BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE CONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO SERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTER ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW). L.PIPING: 1.PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE APPROVED. 2.MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 24 INCHES. LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES. 3.ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE THREADS ONLY. 4.ALL SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT-WELD PRIMER AND GLUE. 5.PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER. M.VALVES: 1.VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. 2.VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24" OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1" ABOVE FINISH GRADE IN TURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH). 3.EACH VALVE BOX COVER SHALL BE HEAT-BRANDED WITH THE CONTROLLER STATION NUMBER. 4.DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX. N.DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION DETAILS. 1.SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE. 2.DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, AND SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 48" ON CENTER. O.SPRAY, ROTOR, AND BUBBLER HEADS: 1.ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION. 2.ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF 12 INCH FLEX PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH WELD-ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO LATERAL LINES WITH PRE-MANUFACTURED SWING JOINTS. 3.ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED. 4.ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC. P.AUTOMATIC CONTROLLER: 1.INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER. 2.THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO CONTROLLERS AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. 3.ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH CONNECTION. 4.PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES. 5.CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE KIT" (UNLESS OTHERWISE SPECIFIED). 6.PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF IRRIGATION CONTROLLERS. 7.THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES. Q.INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER. R.ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. S.QUALITY CONTROL 1.PERFORM COVERAGE TESTS AFTER IRRIGATION SYSTEM IS COMPLETED, BUT PRIOR TO ANY PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE CONSTRUCTION MANAGER. 2.TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY. 3.MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES. T.CLEAN UP 1.DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2.DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. U.INSPECTION AND ACCEPTANCE 1.UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2.WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3.THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE. 4.CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11" X 17" COLOR-CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE. 5.TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION (IF APPLICABLE): a.QUICK COUPLER KEYS (2) b.CONTROLLER MANUAL (1) c.CONTROLLER KEYS (2) d.A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. V.REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE AND START OF THE MAINTENANCE PERIOD. W.WARRANTY 1.THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY SETTLEMENT OF THE IRRIGATION TRENCHES. 2.BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER NON-OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED. 3.IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY. Y.SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD-PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR, AT NO ADDITIONAL COST TO THE OWNER. GENERAL IRRIGATION SPECIFICATIONS KHA-SP-02 LA-16751 **CHRI S T O P HER M. R O S E S T A T E O F IDA H O L I C E N S E D LANDSCA P E A R CHITECT 3/6/2025