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INFRASTRUCTURE PLANS 1.28.22 - 22-00059 - Java Espress
10 2 LE A S E NA M E 30 1 G1.1COVER SHEET J A V A C O F F E E E S P R E S S 56 5 N O R T H 2 N D E A S T R E X B U R G , I D A H O 8 3 4 4 0 AR C H I T E C T AL C A R C H I T E C T U R E 30 1 P A R K A V E N U E ID A H O F A L L S , I D A H O 8 3 4 0 2 PH . ( 2 0 8 ) 5 2 2 - 0 0 8 8 CO N T A C T : R O B E R T F E H R E N B A C K E R , ER I C A N D E R S O N ro b e r t f @ a l c a r c h i t e c t u r e . c o m er i c @ a l c a r c h i t e c t u r e . c o m JU R I S D I C T I O N : RE X B U R G , I D A H O OC C U P A N C Y G R O U P : B, P E R S E C T I O N I B C 3 0 3 . 1 . 1 CO N S T R U C T I O N T Y P E : TY P E V - B S M A L L B U I L D I N G AR E A : AC T U A L = 7 9 5 S Q U A R E F E E T AL L O W A N C E = 9 , 0 0 0 S Q U A R E F E E T OC C U P A N T L O A D : KI T C H E N : 7 9 5 S F / 2 0 0 G R O S S = 4 O C C U P A N T S AS S E M B L Y : ( I N D O O R & O U T D O O R S E A T I N G ) (U N C O N C E N T R A T E D ) : 77 S F / S T A T E D O C C = 6 O C C U P A N T S TO T A L : 1 0 O C C U P A N T S HE I G H T : AC T U A L = 1 9 ' - 2 " AL L O W E D = 4 0 ' - 0 " FI R E A L A R M : NO FI R E S P R I N K L E R : NO AR E A R E Q U I R E M E N T S : SE I S M I C D E S I G N C A T E G O R Y – D GR O U N D S N O W – 5 0 L B S . P E R S Q . F T . RO O F S N O W L O A D – 3 5 L B S . P E R S Q . F T . WI N D L O A D – 9 0 M P H FR O S T D E P T H – 3 6 ” FI R E R E S I S T A N C E R A T I N G : PE R T A B L E 6 0 1 PR I M A R Y S T R U C T U R A L F R A M E = 0 H O U R BE A R I N G W A L L S -E X T E R I O R = 0 H O U R -I N T E R I O R = 0 H O U R NO N B E A R I N G W A L L S & P A R T I T I O N S - E X T E R I O R = S E E T A B L E 6 0 2 -I N T E R I O R = 0 H O U R FL O O R C O N S T R U C T I O N & A S S O C I A T E D SE C O N D A R Y M E M B E R S = 0 H O U R S RO O F C O N S T R U C T I O N & A S S O C I A T E D SE C O N D A R Y M E M B E R S = 0 H O U R S PL U M B I N G A N A L Y S I S : PE R I B C C H A P T E R 2 9 B - B U S I N E S S W A T E R C L O S E T L A V A T O R Y D R I N K I N G S E R V I C E FO U N T A I N S I N K MF M F RE Q U I R E D * 1/ 2 5 1/ 4 0 N/ A ( f ) N/ A ( g ) PR O V I D E D 1 1 0 1 *P E R I B C 2 9 0 2 . 2 . 2 - S E P A R A T E F A C I L I T I E S S H A L L N O T B E R E Q U I R E D I N ST R U C T U R E S O R T E N A N T S P A C E S W I T H A T O T A L O C C U P A N T L O A D , IN C L U D I N G E M P L O Y E E A N D C U S T O M E R S , O F 1 5 O R L E S S . 1. A L L C O N S T R U C T I O N S H A L L C O N F O R M T O T H E C U R R E N T E D I T I O N O F T H E IN T E R N A T I O N A L B U I L D I N G C O D E A N D A L L O T H E R A P P L I C A B L E C O D E S A N D RE G U L A T I O N S 2. T H E C O N T R A C T O R S H A L L V E R I F Y A L L D I M E N S I O N A N D E X I S T I N G C O N D I T IO N S P R I O R TO P R O C E E D I N G W I T H A L L W O R K . 3. T H E C O N T R A C T O R S H A L L N O T I F Y T H E A R C H I T E C T I N W R I T I N G W H E R E A N Y CO N F L I C T S O C C U R W I T H T H E C O N S T R U C T I O N D R A W I N G S . 4. I F H A Z A R D O U S M A T E R I A L S A R E F O U N D T O E X I S T O N T H E P R O J E C T , T H E CO N T R A C T O R S H A L L N O T I F Y T H E O W N E R A N D A R C H I T E C T I N W R I T I N G . 5. T H E D R A W I N G S S H A L L N O T B E S C A L E D 6. T H E C O N T R A C T O R S H A L L C O O R D I N A T E T H E W O R K O F A L L T R A D E S R E Q U I R ED T O PE R F O R M T H E W O R K . W H E R E I N S T A L L A T I O N A N D / O R C O N N E C T I O N O F E Q U I P ME N T IS N O T S P E C I F I E D A N D W H E R E S U C H I N S T A L L A T I O N / C O N N E C T I O N I S R E QU I R E D FO R A C O M P L E T E A N D O P E R A T I O N A L F A C I L I T Y , T H E C O N T R A C T O R S H A L L B E H E L P RE S P O N S I B L E F O R S U C H I N S T A L L A T I O N / C O N N E C T I O N . 7. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R A L L E R E C T I O N B R A C I N G AN D SH O R I N G D U R I N G C O N S T R U C T I O N . 8. A L L M A T E R I A L S S T O R E D O N S I T E S H A L L B E P R O T E C T E D F R O M W E A T H E R TO PR E V E N T D A M A G E A N D D E T E R I O R A T I O N U N T I L U S E . F A I L U R E T O P R O T E C T MA T E R I A L S M A Y B E C A U S E F O R R E J E C T I O N O F W O R K . 9. T H E C O N T R A C T O R S H A L L D O A L L N E C E S S A R Y C U T T I N G , P A T C H I N G A N D F IT T I N G A S RE Q U I R E D T O P E R F O R M T H E W O R K . A L L P A T C H I N G , C U T T I N G A N D F I T T I N G S H A L L BE D O N E W I T H A P P R O P R I A T E M A T E R I A L S A N D T O O L S T O I N S U R E H I G H E S T QU A L I T Y OF W O R K . 10 . D I M E N S I O N S A R E F R O M F A C E O F S T U D U N L E S S N O T E D O T H E R W I S E . 11 . A L L I N S U L A T I O N M A T E R I A L I N C L U D I N G F A C I N G S A R E R E Q U I R E D T O H AV E A F L A M E SP R E A D O F 2 5 O R B E T T E R A N D A M A X I M U M S M O K E D E N S I T Y O F 4 5 0 P E R TH E 2 0 0 9 IB C , S E C T I O N 7 1 9 . 3 . 12 . A L L G Y P S U M B O A R D P A R T I T I O N S S H A L L B E T A P E D A N D S A N D E D S M O O T H A N D PA I N T E D , C O L O R A S S P E C I F I E D B Y T E N A N T . T H E C O N T R A C T O R S H A L L P A TC H A N D RE P A I R S U R F A C E S T O M A T C H A D J A C E N T O R A D J O I N I N G S U R F A C E S W H E R E V E R RE Q U I R E D . 13 . D E M I S I N G W A L L A R E F R O M F I N I S H F L O O R S L A B T O U N D E R S I D E O F R O O F D E C K AB O V E . 14 . A L L D I M E N S I O N S T O E X T E R I O R W I N D O W W A L L A R E T O I N S I D E E D G E O F W I N D O W FL O O R P L A N ( U . O . N . ) 15 . A L L W O R K S H A L L B E I N S T A L L E D P L U M B , L E V E L , S Q U A R E A N D T R U E . TH E CO N T R A C T O R S H A L L C O R R E C T L E V E L F L O O R I N G V A R I A T I O N S . 16 . D I M E N S I O N S N O T E D ' C L R ' A R E M I N I M U M R E Q U I R E D D I M E N S I O N S A N D C LE A R A N C E MU S T B E A C C U R A T E L Y M A I N T A I N E D . 17 . T H E R E S H A L L B E A M I N I M U M O F 1 8 " C L E A R T O T H E N E A R E S T R E T U R N I NG PA R T I T I O N , P E R M A N E N T F I X T U R E O R M U L L I O N A T T H E L A T C H S I D E , P U L L S I D E O F AL L D O O R S . 18 . A L L L A T C H S E T S A N D L O C K S E T S O N A L L D O O R S S H A L L C O M P L Y W I T H A LL AC C E S S I B L Y C O D E S . 19 . B R A C I N G F O R D O O R F R A M E I S N O T R E Q U I R E D A T D O O R J A M E S L O C A T E D 6 " O R L E S S FR O M 9 0 D E G R E E P A R T I T I O N I N T E R S E C T I O N . CO D E A N A L Y S I S PR O J E C T T E A M PR O J E C T N O T E S SH E E T I N D E X GE N E R A L : G1 . 1 C O V E R S H E E T G1 . 2 A D A D E T A I L S G1 . 3 A D A D E T A I L S CI V I L : C- 0 1 S I T E P L A N C- 0 2 S I T E G R A D I N G P L A N C- 0 3 C I V I L D E T A I L S AR C H I T E C T U R A L : AS 1 . 1 S I T E P L A N AS 1 . 2 S I T E D E T A I L S A1 . 1 F L O O R P L A N A1 . 2 F L O O R F R A M I N G P L A N A1 . 3 E Q U I P M E N T P L A N A2 . 1 R O O F P L A N A2 . 2 R E F L E C T E D C E I L I N G P L A N A3 . 1 B U I L D I N G E L E V A T I O N S A4 . 1 R E S T R O O M P L A N S & E L E V . A4 . 2 I N T E R I O R E L E V A T I O N S A5 . 1 B U I L D I N G S E C T I O N S & D E T S A8 . 1 D O O R / W I N D O W S C H E D U L E S A9 . 1 F I N I S H P L A N & S C H E D U L E ST R U C T U R A L : S0 . 0 C O V E R S H E E T S1 . 0 F O U N D A T I O N P L A N S1 . 1 M A I N L E V E L S H E E R P L A N S2 . 0 R O O F F R A M I N G P L A N SD 1 . 0 S T R U C T U R A L D E T A I L S ME C H A N I C A L : M1 . 1 M E C H A N I C A L F L O O R P L A N M1 . 2 M E C H A N I C A L N O T E S & D E T S M1 . 3 C O M C H E C K M1 . 4 C O M C H E C K PLUMBING:P1.1 W A S T E & V E N T P I P I N G P2.1 W A T E R & G A S P I P I N G P3.1 P L U M B I N G N O T E S P4.1 P L U M B I N G D E T A I L S ELECTRICAL:E0.0 E L E C . S Y M B O L S & D E T . E2.0 L I G H T I N G P L A N S E2.1 P O W E R & S Y S T E M S E3.0 R O O F P L A N , R I S E R S C H E D . , & DET. ST R U C T U R A L IN T E F R A M E 11 0 2 N . F R A N K L I N B L V D . NA M P A , I D 8 3 6 8 7 PH . 2 0 8 . 4 7 5 . 0 0 2 2 CO N T A C T : E D D I E P E L A L L O ep e l a l l o @ i n t e f r a m e . c o m VI C I N I T Y M A P AP P L I C A B L E B U I L D I N G C O D E S SY M B O L L E G E N D RI G I D I N S U L A T I O N GY P S U M B O A R D SA N D CO N C R E T E MA S O N R Y U N I T ME T A L (S T R U C T U R A L S T E E L ) WO O D PL Y W O O D FI N I S H L U M B E R BA T T I N S U L A T I O N EA R T H GR A V E L (S E E D E T A I L 1 O N A 1 . 1 ) 1 1 DE T A I L R E F E R E N C E (S E E W A L L S E C T I O N 1 WA L L S E C T I O N R E F E R E N C E RE V I S I O N N U M B E R WI N D O W N U M B E R & IN T E R I O R E L E V A T I O N ( R E F E R E N C E ON S H E E T A 1 . 1 ) KE Y N O T E DO O R N U M B E R ON S H E E T A 1 . 1 ) BU I L D I N G S E C T I O N R E F E R E N C E (S E E B U I L D I N G S E C T I O N 1 (D I V I S I O N . K E Y N O T E N U M B E R ) ON S H E E T A 1 . 1 ) EL E V A T I O N / D A T U M M A R K PT 1 PT 2 DE T A I L B A N D FI N I S H E S / E Q U I P C A L L O U T 1 A2 . 1 1 A2 . 1 1 A2 . 1 1 A2 . 1 23 WA L L T Y P E T A G EQ U I P M E N T T A G GL A Z I N G T Y P E 1 A2 . 1 E- 0 1 CA B D XX / X X . X X IN T E R I O R E L E V A T I O N PR O P O S E D BU I L D I N G LO C A T I O N W1 2 RO O M T A G RE N D E R I N G 20 1 8 I N T E R N A T I O N A L B U I L D I N G C O D E 20 1 4 N A T I O N A L E L E C T R I C A L C O D E 20 1 8 I N T E R N A T I O N A L M E C H A N I C A L C O D E 20 1 8 I N T E R N A T I O N A L E N E R G Y C O N S E R V A T I O N C O D E 20 1 8 I N T E R N A T I O N A L F I R E C O D E EL E C T R I C A L PA Y N E E N G I N E E R I N G 18 2 3 E C E N T E R S T PO C A T E L L O , I D , 8 3 2 0 1 PH : ( 2 0 8 ) 2 3 2 - 4 4 3 9 CO N T A C T : S H A W N M E A D O R sm . p a y n e e n g @ g m a i l . c o m CI V I L FR I E B U R G E N G I N E E R I N G 94 6 O X B O W L A N E ID A H O F A L L S , I D 8 3 4 0 4 PH : 2 0 8 . 5 2 9 . 8 1 7 4 CO N T A C T : J E F F F R I E B U R G je f f @ j f r e i b e r g e n g i n e e r i n g . c o m ME C H A N I C A L DA V E R . W I L D E C O . 42 8 E . W I N C H E S T E R S T E # 2 4 0 SA L T L A K E C I T Y , U T 8 4 1 0 7 PH : ( 8 0 1 ) 4 3 3 - 1 1 2 5 CO N T A C T : D E S E R A E W I L D E de s e r a e @ d r w c o . c o m DRAWN BY:JOB #DATE REVISIONS NO. TH I S D R A W I N G C O N T A I N S I N F O R M A T I O N W H I C H I S T H E P R O P R I E T A R Y P R O P ER T Y O F A L C A R C H I T E C T U R E . NO U N A U T H O R I Z E D R E U S E O R D U P L I C A T I O N O F T H E S E P L A N S O R A N Y I N F O RM A T I O N C O N T A I N E D H E R E I N , WI T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F A L C A R C H I T E C T U R E . TH I S D R A W I N G I S N O T T O B E U S E D F O R C O N S T R U C T I O N U N T I L I T I S S I G NE D B Y T H E A R C H I T E C T . CO P Y R I G H T © A L C A R C H I T E C T U R E CHECKED BY:DATE:PROJECT FOR:JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RF RF, EA 18117 1/06/2022 .. ... ... ... ... . REXBURG, IDAHOCD 100% PERMIT SET 1/6/221/06/2022 DE T A I L 4 8 6 6 4 8 6 7 4 8 6 6 . 5 4 8 6 7 . 5 1 12' ' S D < F . F - 4 8 6 6 . 6 0 1 2 ' ' S D > 1 2 ' ' S D < 1 2 ' ' S D < 1 2 ' ' S D < 2. 2 % 2. 2 % 3.0% 1 . 8 % 1.9% 3.5% 2 . 0 % 2.1 % 2 . 5 % 1 . 5 % 1 . 8 % 1 . 8 % 2 . 9 % 3 . 0 % 1 . 7 % 2 . 9 % 1.4% 1 . 9 % 2 . 0 % 1.6 % 4 . 2 % 1.7 % 2.1% 2 . 5 % 2.1 % 1 . 2 % 1 . 0 % 3. 1 % 1. 9 4 % 0.45 % 2 . 1 % 2. 2 % 3. 6 % 2 ?? ? ( M A T C H ) 48 6 7 . 4 1 ( M A T C H ) ?? ? ( M A T C H ) ?? ? ( M A T C H ) ?? ? ( M A T C H ) 48 6 6 . 3 6 ( M A T C H ) 48 6 6 . 1 3 ( M A T C H ) 48 6 6 . 0 7 ( M A T C H ) 48 6 6 . 0 1 ( M A T C H ) 48 6 6 . 0 0 ( M A T C H ) 48 6 5 . 8 8 ( M A T C H ) ?? ? ( M A T C H ) ?? ? ( M A T C H ) ?? ? ( M A T C H ) ?? ? ( M A T C H ) 48 6 6 . 0 0 ( T B C / L P ) 48 6 6 . 1 6 ( T B C / H P ) 48 6 6 . 0 0 ( T B C / L P ) 48 6 6 . 1 6 ( T B C ) 48 6 7 . 0 0 ( T B C ) 48 6 5 . 3 5 ( G R A T E ) 48 6 4 . 9 0 ( G R A T E ) 48 6 5 . 8 3 ( T B C ) 48 6 6 . 1 6 ( T B C / H P ) 48 6 5 . 4 0 ( T B C ) 48 6 5 . 6 8 ( T B C ) 48 6 6 . 0 6 ( T B C ) 48 6 6 . 1 5 ( T B C ) 48 6 6 . 5 3 ( T B C ) 48 6 6 . 3 7 ( T B C ) 48 6 6 . 5 1 ( T B C ) 48 6 5 . 9 4 ( M A T C H ) 48 6 6 . 1 0 ( T B C / F W ) 48 6 6 . 2 0 ( T B C ) 48 6 6 . 2 0 ( F W ) 48 6 6 . 2 0 ( T B C ) 48 6 6 . 2 0 ( T B C / F W ) 48 6 6 . 6 0 ( T B C ) 48 6 5 . 5 8 ( G R A T E ) 48 6 6 . 0 8 ( T B C ) 48 6 6 . 5 3 ( T B C ) 48 6 7 . 6 6 ( T B C ) 48 6 5 . 8 0 ( T B C ) 48 6 6 . 0 0 ( T B C ) 48 6 5 . 8 3 ( T B C ) 48 6 5 . 6 5 ( A S P ) 48 6 5 . 4 9 ( A S P ) 48 6 5 . 7 0 ( A S P ) 48 6 5 . 1 6 ( A S P ) 48 6 5 . 4 3 ( A S P ) ?? ? ( M A T C H ) 48 6 5 . 7 0 ( A S P ) 48 6 5 . 7 0 ( A S P ) 48 6 5 . 6 5 ( A S P ) 48 6 5 . 4 9 ( A S P ) 48 6 5 . 4 8 ( A S P ) 48 6 5 . 0 9 ( A S P ) 48 6 4 . 8 0 ( G R A T E ) 48 6 5 . 5 8 ( T B C / L P ) 48 6 5 . 6 8 ( T B C ) 48 6 6 . 0 6 ( T B C ) 48 6 6 . 0 6 ( T B C ) 48 6 5 . 8 6 ( T B C ) 48 6 5 . 7 9 ( T B C ) 48 6 5 . 8 3 ( T B C ) 48 6 5 . 8 2 ( G R A T E ) 48 6 6 . 1 6 ( T B C ) 48 6 6 . 3 9 ( T B C ) 48 6 6 . 4 6 ( T B C ) 48 6 6 . 6 0 ( C O N ) 48 6 6 . 6 0 ( C O N ) 48 6 6 . 5 0 ( C O N ) 48 6 6 . 4 0 ( C O N ) 48 6 6 . 3 7 ( C O N ) 48 6 6 . 4 5 ( C O N ) 48 6 6 . 5 6 ( C O N ) 48 6 6 . 6 0 ( C O N ) 48 6 6 . 6 0 ( C O N ) 48 6 6 . 6 0 ( C O N ) 48 6 6 . 5 6 ( C O N ) 48 6 5 . 7 0 ( C O N / A S P ) 48 6 5 . 7 0 ( C O N / A S P ) 48 6 6 . 4 0 ( F W ) 48 6 6 . 5 0 ( F W ) 48 6 8 . 3 1 ( T B C ) 48 6 6 . 2 5 ( T B C ) 48 6 6 . 2 5 ( T B C ) 48 6 6 . 2 0 ( F W ) 48 6 5 . 7 5 ( C O N ) 48 6 5 . 7 5 ( C O N ) 0. 5 0 % 6. 0 0 % 6.00% 1 . 2 9 % 2. 0 0 % 1 . 1 4 % 0 . 4 0 % 1.71% 0.50% 2. 0 0 % 1 . 4 7 % 1 . 3 9 % 2. 0 0 % 0.7 0 % 1.00% 0.60 % 2.0 0 % 1. 0 0 % 0. 5 0 % 0. 5 0 % 0. 4 0 % 2. 3 9 % 3 . 1 7 % 4 8 6 7 4 8 6 8 4 8 6 6 . 5 4 8 6 7 . 5 486 6 4867 4866 . 5 4 8 6 7 . 5 4865 4 8 6 5 4865.5 4 8 6 6 . 5 48 6 6 . 5 4 8 6 6 4 8 6 6 4 8 6 5 . 5 48 6 5 . 5 4 8 6 5 . 5 4 8 6 5 . 5 486 5 . 5 E P E P E P E P E P E P E P W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S8 9 ° 4 8 ' 5 0 " W 3 6 0 . 5 2 ' S8 9 ° 4 8 ' 5 0 " W 3 6 0 . 5 9 ' S 0 0 ° 1 3 ' 4 2 " E 1 0 0 . 0 0 ' 0 SC A L E : 1 " = (S C A L E F O R 2 4 " x 3 6 " P R I N T S O N L Y ) 10 ' 20 10 10 DI A L 8 1 1 O R T O L L F R E E A T 1 - 8 0 0 - 3 4 2 - 1 5 8 5 N. 2nd. E. ST.SITE GRADING PLAN JAVA EXPRESS REXBURG, IDAHO SHEET NO.DESIGNED BY:APPROVED BY:PROJECT #:DATE:FILE NAME:J. FREIBERG J. FREIBERG -G R E B E I F R F FJEEREENIGNEONALSIESROFPG R E B E I F R F FJEEREENIGNEONALSIESROFPC-02TBC T O P B A C K O F C U R B CON T O P O F C O N C R E T E ASP T O P O F A S P H A L T GRT T O P O F G R A T E MATCH M A T C H E X I S T . FF F I N I S H E D F L O O R FW F R O N T O F S I D E W A L K BW B A C K O F S I D E W A L K EOP E D G E O F P A V E M E N T FL F L O W L I N E SHEET ACRONYMS TY P I C A L C U R B S E C T I O N S NO T T O S C A L E A1NO T E S : 1. G R A D E A N D A L I G N M E N T T O B E A P P R O V E D B Y T H E E N G I N E E R . 2. 1 / 2 " E X P A N S I O N J O I N T M A T E R I A L A T T E R M I N A L P O I N T S O F R A D I I . 3. C O N T I N U O U S P L A C E M E N T P R E F E R R E D , S C O R E I N T E R V A L S M A X I M U M 10 F E E T . 4. M A T E R I A L S A N D C O N S T R U C T I O N S H A L L B E I N C O M P L I A N C E W I T H I S P W C S P E C I F I C A T I O N S A N D T H E C I T Y . 5. B A C K F I L L A S P E R I S P W C S P E C I F I C A T I O N S . 6. S E C U R E R I G H T - O F - W A Y P E R M I T B E F O R E B E G I N N I N G C O N S T R U C T I O N I N P U B L I C R I G H T - O F - W A Y . 7. A L L C O N S T R U C T I O N W I T H I N A N D A D J A C E N T T O T H E P U B L I C R I G H T O F W A Y T O B E A P P R O V E D A N D A C C E P T E D B Y T H E C I T Y . 8. C O N C R E T E M I X D E S I G N P E R I S P W C S T A N D A R D S , 2 8 D A Y S T R E N G T H 4 0 00 P S I , A I R C O N T E N T 6 . 5 % + - 1 . 5 % FL A T C U R B & G U T T E R S E C T I O N D E T E C T A B L E W A R N I N G P A V E R S #8 30-50 3-9 #200PROCTOR DENSITY PREPARE SUBGRADE PER GEO-TECHNICAL REPORTCOMPACTED TO 95% STANDARD6" DEPTH CRUSHED 3 4 " MINUS AGGREGATE LEVELING COURSE3" CLASS II PLANT MIX PAVEMENT PG 58-28, 3 4 " MIX DESIGN % PASSING3/4" MINUS GRADATION AGGREGATE LEVELING COURSE 100 90-100 40-651"3/4"#4SIEVE 6" M I N . 3 ' - 0 " 5 ' - 0 " M A X . . W I T H O U T S H O R I N G 6 6 6 "6 " M M M M M I M I N N N N 6 6 6 6 6 6 6 M M M M M N N N N N N N N ..N N N M N N M M I N " M M M M 6 6 6 6 6 6 6 6 N N N N N N . M M M I N N N " M M M M M M M M M 6 6 6 6 6 6 6 6 " M I N . SI D E W A L K D E T A I L NO T T O S C A L E A3 CU R B A N D G U T T E R S E C T I O N ; R E : A 1 (W H E R E U S E D , S E E P L A N ) 4" C R U S H E D G R A V E L 4" T H I C K C O N C R E T E SI D E W A L K NO T T O S C A L E PA R K I N G SU R F A C E B3 AD A R A M P D E T A I L TR U N C A T E D D O M E P A N E L CO M B I N A T I O N C U R B A N D S I D E W A L K NO T T O S C A L E A4 CO M P A C T E D S U B - G R A D E 2 - # 4 R E B A R EV E N L Y S P A C E D PROJECT PAVEMENT SECTION NOT TO SCALE A5 NO T T O S C A L E B1 12 " M I N EA C H SI D E P I P E S I Z E V A R I E S P E R V A R I E S P E R T R E N C H D E P T H UN D I S T U R B E D SO I L ( T Y P . ) FI N I S H E D E D G E S A R E T O B E SA W C U T A N D P R I M E D J U S T PR I O R T O A S P H A L T P L A C E M E N T MA T C H E X I S T I N G AS P H A L T T H I C K N E S S ( U P T O 4 " W I T H 2 . 5 " M I N . ) 4" O F 3 / 4 " C R U S H E D 36 " F L O W - A B L E F I L L TR E N C H B A C K S L O P E P E R O. S . H . A ( I F A P P R O V E D B Y C I T Y EN G I N E E R ) O R S U I T A B L E SH O R I N G FL O W - A B L E F I L L U N L E S S OT H E R W I S E A P P R O V E D B Y CI T Y E N G I N E E R LO W E R C O M P A C T I O N Z O N E FO U N D A T I O N S T A B I L I Z A T I O N M A Y VA R Y P E R S O I L T Y P E A N D ST A B I L I T Y ( P E R S E C T I O N 3 0 4 ) INLET BOX NOT TO SCALE B5HEAD SECTION (TYP)2'-0" x 1'-6" POURED IN PLACE OR 30" DIAMETER PRECAST INLET BOXGRATE, RE: PLAN FOR GRATE ELEV. CO N C R E T E S I D E W A L K NO T T O S C A L E B2 6" C R U S H E D G R A V E L 4" T H I C K C O N C R E T E SI D E W A L K TR U N C A T E D D O M E S 12 1 0 . 5 ' 5 ' - 0 " 5'-0 " 6'-0 " 24 " (S L O P E S F O R R A M P S S H O W N A R E T Y P I C A L F O R A L L R A M P S , S E E P L A N F O R A C T U A L S H A P E O F R A M P ) 12 " M I N . O R L O C A L C U T BA C K R E Q U I R E M E N T S TY P B O T H S I D E S PI P E B E D D I N G T Y P E I I I VE R T I C A L T R E N C H W A L L S SH O R I N G P E R O . S . H . A . TR E N C H B A C K F I L L P E R SE C T I O N 3 0 6 EX I S T . B A S E EX I S T . S U R F A C E SU R F A C E R E P A I R W I D T H (1 / 2 O F T R E N C H D E P T H A L L O W E D P E R S I D E - M A X I M U M ) NO T E S : 1. T R E N C H E X C A V A T I O N P E R S E C T I O N 3 0 1 2. B A C K F I L L A N D C O M P A C T I O N C L A S S A - 1 CIVIL DETAILS JAVA EXPRESS REXBURG, IDAHO SHEET NO.DESIGNED BY:APPROVED BY:PROJECT #:DATE:FILE NAME:J. FREIBERG J. FREIBERG -G R E B E I F R F FJEEREENIGNEONALSIESROFPG R E B E I F R F FJEEREENIGNEONALSIESROFPC-03 AP P R O A C H R A M P 1 2 : 1 ST A N D A R D B A C K F I L L T R E N C H & RE S U R F A C I N G INV. - RE: PLAN N 0 0 ° 1 1 ' 1 0 " W 1 0 0 . 0 0 ' O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P E P E P E P E P E P E P E P 1 2 ' ' S D > 12 ' ' S D < 12 ' ' S D < 12 ' ' S D < 12 ' ' S D > 1 2 ' ' S D < 1 2 ' ' S D < S8 9 ° 4 8 ' 5 0 " W 3 6 0 . 5 2 ' S8 9 ° 4 8 ' 5 0 " W 3 6 0 . 5 9 ' S 0 0 ° 1 3 ' 4 2 " E 1 0 0 . 0 0 ' E P E P E P E P E P EP W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S N . 2 N D E . S T R E E T A. V E R I F Y A L L E X I S T I N G G R A D I N G . B. U N L E S S N O T E D O T H E R W I S E , A L L W A L K I N G SURFACES ARE TO BE BE GRADED AT NO MORE THAN 5% IN THE DIRECTION OF TRAVEL AND NO MORE THAN 2% PERPENDICULAR TO THE DIRECTION OF TRAVEL, SEE CIVIL FOR ACTUAL GRADING. C. U N L E S S N O T E D O T H E R W I S E , F I N I S H E D F L O O R ELEVATION IS TO BE AT MINIMUM 18" ABOVE THE HIGHEST ADJACENT CROWN OF THE ADJACENT STREET, SEE CIVIL FOR ACTUAL FINISHED FLOOR. D. U N L E S S N O T E D O T H E R W I S E , P R O V I D E D R A I N A G E SWALES WITH BANKS THAT DO NOT EXCEED 33%. E. P R O V I D E L A N D S C A P I N G A N D I R R I G A T I O N T H A T MEETS OR EXCEED ALL APPLICABLE STANDARDS. F. R E F E R T O G E O - T E C H N I C A L R E P O R T A N D F O L L O W ALL RECOMMENDATIONS, REPORT ANY VARIATIONS TO ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.TYPICAL HANDICAP SPACE W/ SYMBOL, RAMP AND SIGN. SEE 8/AS1.2 PROPOSED TRASH ENCLOSURE. SEE DETAIL 1/AS1.2 PROPOSED SIDEWALK OVER COMPACTED SAND & GRAVEL BASE WITH CONTROL JOINTS @ 6'-0"O.C. AND EXPANSION JOINTS @ 20'-0" MAX, WITH LIGHT BROOM FINISH, SLOPE FOR POSITIVE DRAINAGE AWAY FROM BUILDING. SEE DETAIL 5/AS1.2 HANDICAP ACCESS LANE WITH 4" WIDE DAGONAL PAINTED STRIPING @ 24" O.C.TYPICAL STANDARD SPACE. (10'-0" X 18'-0")LANDSCAPING. SEE LANDSCAPING PLAN TYPICAL PARKING STRIPING WITH (2) COATS 4"WIDE REFLECTIVE TRAFFIC WHITE PAINT.ASPHALT PAVING (SEE CIVIL)PROPERTY LINE ( SEE/VERIFY W/ CIVIL)ADA ACCESS RAMP. SEE B3/C-03.STORM TECH CHAMBERS. SEE CIVIL.LINE OF ROOF OVERHANG ABOVE DRIVE THROUGH ORDER STATION PREORDER SIGNAGE SNOW STORAGE 4" WIDE DIRECTIONAL STRIPING DRIVE THROUGH WINDOW - SEE PLANS A1.1.ADA SIGNAGE. SEE A/AS1.2 4'-0" WIDE CONCRETE ISLAND EXISTING SIDEWALK 1 2 SITE NOTES KEYNOTES 3 4 5 6 7 8 9 DRAWN BY:JOB #DATE REVISIONS NO. TH I S D R A W I N G C O N T A I N S I N F O R M A T I O N W H I C H I S T H E P R O P R I E T A R Y P R O P ER T Y O F A L C A R C H I T E C T U R E . NO U N A U T H O R I Z E D R E U S E O R D U P L I C A T I O N O F T H E S E P L A N S O R A N Y I N F O RM A T I O N C O N T A I N E D H E R E I N , WI T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F A L C A R C H I T E C T U R E . TH I S D R A W I N G I S N O T T O B E U S E D F O R C O N S T R U C T I O N U N T I L I T I S S I G NE D B Y T H E A R C H I T E C T . CO P Y R I G H T © A L C A R C H I T E C T U R E CHECKED BY:DATE:PROJECT FOR:JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RF RF, EA 18117 1/06/2022 .. ... ... ... ... . REXBURG, IDAHOCD 100% PERMIT SET 1/6/221/06/2022 SC A L E : 1/ 1 6 " = 1 ' - 0 " SI T E P L A N PR O J E C T NO R T H 6 5 7 8 2 3 1 4 7 10 3 3 6 8 6 9 9 9 9 P R O P O S E D B U I L D I N G AS1.1 10 11 12 13 14 15 16 17 18 19 20 202020 19 15 16 16 14 16 19 16 11 16 13 12 16 12 17 N. I . C BU I L D I N G N. I . C PA R K I N G L O T PARKING VAN ACCESSIBLERESERVED 6 ' - 0 " CMU WALL CAP ST R U C T U R A L ' B ' D E C K F U L L Y WE L D E D T O T U B E F R A M E , PR I M E A N D P A I N T . CO L O R : S L A T E G R A Y CM U W A L L C A P SP L I T F A C E C M U PA I N T T O M A T C H B U I L D I N G BU I L D I N G A C C E N T CO L O R - S L A T E G R E Y 1'-2"1'-6"1"4"5'-0"1'-0"3'-0" 8" ∅ X 1 8 " D C O N C . FT G . , I N B E D P O S T IN T O C O N C . ST E E L S L E E V E TA I L - S P A R B O L T E D CO N N E C T I O N , ( T Y P ) 2" S Q U A R E S T E E L TU B E P R I M E D & PA I N T E D ( W H I T E ) VA N A C C E S S I B L E S I G N AT R E Q U I R E D S T A L L FI B E R G L A S S P L A T E SI G N W / PA I N T E D O N L E T T E R S & C O N C E A L E D FA S T E N E R S . 1/2"1/2"1/8" NO T E : PR O V I D E J O I N T S A S SH O W N O N T H E P L A N W I T H EX P A N S I O N J O I N T S A T N O T MO R E T H A N 2 0 ' - 0 " O . C . AN D C O N T R O L J O I N T S WH E R E E X P A N S I O N J O I N T S AR E N O T R E Q U I R E D . GRANULAR FILL1/4" TOOLED RADIUS GRANULAR FILL SEALANT CO N C . W A L K , BR O O M F I N I S H TRAFFIC RESISTANT CAULK OVER TOP OF 1/2" X 4"EXPANSION JOINT FILLER -HELD DOWN 1/2" SA W C U T O R TO O L E D J O I N T W/ 1 / 4 " R A D I U S ED G E CONC. WALK,BROOM FINISHEXPANSION JOINT CONTROL JOINT 16 " ∅ C O N C R E T E FO U N D A T I O N 6 " 2 ' - 0 " 8 " 8 " 8 " 2 ' - 0 " 3 ' - 0 " NO T E : V E R I F Y L O C A T I O N O F U N D E R G R O U N D UT I L I T I E S B E F O R E D R I L L I N G F O R C O N C R E T E FO U N D A T I O N S FI N I S H P A V I N G (S E E C I V I L ) 3 ' - 6 " CE M E N T W A S H S L O P E D 1" A B O V E P A V I N G 6" ∅ S T A N D A R D S T E E L PI P E - C O N C R E T E F I L L E D PA I N T T W O C O A T S EX T E R I O R E N A M E L RO U N D C O N C R E T E C A P 1' - 4 " CM U W A L L C A P S L O P E ST E E L G A T E S CI V I L D W G S . F O R G R A D E S SL O P E C O N C . P A D AW A Y A T 1 / 4 " / F T . S E E WA L L 8 " C M U OV E R 4 " G R A V E L 6" C O N C . S L A B 6 ' - 0 " (2 ) # 5 R E B A R AS P H A L T P A V E M E N T (1 ) # 5 X C O N T . NO T E : V E R I F Y L O C A T I O N O F UN D E R G R O U N D U T I L I T I E S BE F O R E D R I L L I N G F O R CO N C R E T E F O U N D A T I O N S . 2' - 0 " 8" 8" 8" 1 ' - 0 " 2 ' - 0 " (2 ) # 5 B A R S CO N T . 6" C O N C . S L A B OV E R 4 " C O M P . GR A V E L B A S E 13 x 1 3 - D 5 x D 5 W. W . F . (1 ) # 5 R E B A R ( V E R T . ) @ 3 2 " O . C . - G R O U T SO L I D (1 ) # 5 R E B A R - GR O U T S O L I D (2) CANE BOLTS 5 ' - 0 " O R A S R E Q U I R E D B Y C I T Y 2 ' - 1 " 1 ' - 0 " 8 " 5' - 0 " o r a s RE Q U I R E D B Y C I T Y 4 " 1' - 0 " 8" 1' - 6 " 2 4 ' - 7 " 2 3 ° 5° R2'-0" R 1 ' - 8 " 3" 6" R A D I U S PA I N T CO N F O R M DI M E N S I O N S , CO N F I G U R A T I O N , A N D CO L O R S W I T H L O C A L GO V E R N M E N T A L AG E N C Y A N D A D A GU I D E L I N E S 4" W I D E P A I N T E D BA R CE N T E R O F PA K I N G S P A C E SM O O T H F A C E C M U PA I N T T O M A T C H B U I L D I N G BU I L D I N G F I E L D CO L O R - V I N T A G E G R E Y SC A L E : 1" = 1'-0" SI D E W A L K D E T A I L SC A L E : 1/ 2 " = 1 ' - 0 " AD A P A R K I N G D E T A I L SC A L E : 1" = 1'-0" AD A P A R K I N G S I G N SC A L E : 1/ 2 " = 1 ' - 0 " FR O N T E L E V A T I O N TR A S H E N C L O S U R E SC A L E : 3/ 8 " = 1 ' - 0 " TR A S H E N C L O S U R E E L E V A T I O N SC A L E : 1/ 4 " = 1 ' - 0 " TR A S H E N C L O S U R E P L A N SC A L E : 1/ 2 " = 1 ' - 0 " TR A S H E N C L O S U R E S E C T I O N SC A L E : 1- 1 / 2 " = 1 ' - 0 " GA T E S U P P O R T S OF B O L L A R D PL A N EL E V A T I O N C L TY P . PI P E S L E E V E H I N G E 2 1 / 2 " S Q . X 3 / 1 6 " T H K . S T L . TU B E , P A I N T 2 1 / 2 " X 2 1 / 2 " X 3 / 1 6 " S T L . AN G L E D I A G . B R A C E BE Y O N D 22 G A . C O R R . G A L V . S H T . ME T . S I D I N G , P A I N T 2 1 / 2 " S Q . X 3 / 1 6 " T H K . S T L . TU B E , P A I N T PI P E S L E E V E H I N G E , P A I N T 8" C M U , P A I N T 2" 3" 1 - 3 / 8 " 6 ' - 0 " AS 1 . 2 3 8 9 2 1 3 5 4 AS1.2SITE DETAILS 2 AS 1 . 2 AS 1 . 2 4 AS 1 . 2 5 SC A L E : 3/ 4 " = 1 ' - 0 " BO L A L R D D E T A I L 7 6" D I A M E T E R S T E E L PI P E F I L L E D W / CO N C R E T E E M B E D E D IN T O C O N C R E T E FO O T I N G . P A I N T 10 DRAWN BY:JOB #DATE REVISIONS NO. TH I S D R A W I N G C O N T A I N S I N F O R M A T I O N W H I C H I S T H E P R O P R I E T A R Y P R O P ER T Y O F A L C A R C H I T E C T U R E . NO U N A U T H O R I Z E D R E U S E O R D U P L I C A T I O N O F T H E S E P L A N S O R A N Y I N F O RM A T I O N C O N T A I N E D H E R E I N , WI T H O U T T H E E X P R E S S W R I T T E N C O N S E N T O F A L C A R C H I T E C T U R E . TH I S D R A W I N G I S N O T T O B E U S E D F O R C O N S T R U C T I O N U N T I L I T I S S I G NE D B Y T H E A R C H I T E C T . CO P Y R I G H T © A L C A R C H I T E C T U R E CHECKED BY:DATE:PROJECT FOR:JAVA ESPRESS 565 N 2ND E REXBURG, IDAHO 83440 JM, RF RF, EA 18117 1/06/2022 .. ... ... ... ... . REXBURG, IDAHOCD 100% PERMIT SET 1/6/221/06/2022 17 ' - 1 0 " 1 2 ' 3" M I N . F R O S T D E P T H 2 ' - 0 " 2 ' - 6 " M I N . F R O S T D E P T H 2 ' - 0 " 6 ' - 0 " 6" 1' - 6 " SC A L E : 1/ 2 " = 1 ' - 0 " BO L L A R D S O N O T U B E D E T A I L GA T E S U P P O R T S SE E 5 / A S 1 . 2 CO N C R E T E S O N O T U B E GR A D E CM U T R A S H E N C L O S U R E SE E 1 & 3 / A S 1 . 2 GA T E S E E 4 / A S 1 . 2 6