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REDLINED INFRASTRUCTURE PLANS - 22-00059 - Java Espress
Author Name Author Email Author Phone No.: Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Description : Java Espress Address : 565 N 2nd E Application Type : Document Filename : INFRASTRUCTURE PLANS 1.28.22 - 22-00059 - Java Espress - 565 N 2nd E - New Commercial.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments AS1.1 Callout Kyle Baldwin : P&Z Open 4 Must have pedestrian connectivity between internal sidewalks and public sidewalk in ROW. AS1.1 Free text Kyle Baldwin : P&Z Open 4 Please include provisions to meet Development code requirement 6.00.040 Central Features and Community Spaces If sign is to be installed, please call out sign location Please submit landscape plan to determine compliance with buffering requirements C-02 Free text Joel Gray : PW Open 2 Drainage calculations are required. Need dimensions on plans. AS1.1 Free text Joel Gray : PW Open 4 AS1.1 Free text Joel Gray : PW Open 4 Where are sewer and water service connections? AS1.1 Callout Joel Gray : PW Open 4 Gates must open 180 degrees and opening width must meet City Standards. # 22-00059 New Commercial Building Report Date: 02.16.2022 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) 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 Dr a i n a g e c a l c u l a t i o n s a r e r e q u i r e d . Ne e d d i m e n s i o n s o n p l a n s . 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 Mu s t h a v e p e d e s t r i a n c o n n e c t i v i t y be t w e e n i n t e r n a l s i d e w a l k s a n d pu b l i c s i d e w a l k i n R O W . Pl e a s e i n c l u d e p r o v i s i o n s t o m e e t D e v e l o p m e n t c o d e re q u i r e m e n t 6 . 0 0 . 0 4 0 C e n t r a l F e a t u r e s a n d C o m m u n i t y Sp a c e s If s i g n i s t o b e i n s t a l l e d , p l e a s e c a l l o u t s i g n l o c a t i o n Pl e a s e s u b m i t l a n d s c a p e p l a n t o d e t e r m i n e c o m p l i a n c e w i t h bu f f e r i n g r e q u i r e m e n t s W Wh e r e a r e s e w e r a n d w a t e r se r v i c e c o n n e c t i o n s ? Ga t e s m u s t o p e n 1 8 0 d e g r e e s a n d op e n i n g w i d t h m u s t m e e t C i t y S t a n d a r d s . 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