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Item 5 - PlansR E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 O V E R A L L S I T E P L A N A - 1 2 0 ' 1 0 ' 0 2 0 ' 4 0 ' 1 " = 2 0 ' O V E R A L L S I T E P L A N E X I S T I N G A S P H A L T P A R K I N G L O T S E E P R O P O S E D S I T E P L A N S H E E T A - 3 EXISTINGBUILDING (TYP)EXISTINGTREE (TYP)EXISTING GRASSYAREA (TYP) E X I S T I N G F I R E H Y D R A N T E X I S T I N G P R O P E R T Y L I N E ( T Y P ) E X I S T I N G G A S L I N E ( T Y P ) E X I S T I N G P A R K I N G L I N E ( T Y P ) E X I S T I N G L I G H T P O L E ( T Y P ) E X I S T I N G E L E C T R I C T R A N S F O R M E R ( T Y P ) C O N T A I N E R S T O R E EXISTINGIRRIGATIONCONTROLVALVE (TYP) E X I S T I N G S A N I T A R Y M A N H O L E E X I S T I N G W A T E R V A L V E ( T Y P ) EXISTINGUTILITYPOLE (TYP)WATERMETER (TYP)EXISTINGSTORM INLET(TYP)EXISTINGSANITARYLINE (TYP)EXISTINGELECTRICLINE (TYP)EXISTINGSIGN (TYP) E X I S T I N G E L E C T R I C L I N E ( T Y P ) 3 2 ' - 0 " E X I S T I N G B U I L D I N G S E T B A C K 1 5 ' - 0 " E X I S T I N G U T I L I T Y E A S E M E N T 1 0 ' - 0 " E X I S T I N G U T I L I T Y E A S E M E N T EXISTING TELEPHONEVAULT (TYP)N CARROLL AVE P R O S P E C T S T PROPOSED 10'-0"UTILITY EASEMENTEXISTINGUTILITY POLEPLANS 1 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 D E M O L I T I O N S I T E P L A N A - 2 6 ' 4 ' 2 ' 0 5 ' 1 0 ' 3 / 1 6 " = 1 ' - 0 " DE M O L I T I O N S I T E P L A N NOTE1. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS. THECONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING.CLEAR APPROXIMATELY1617 SQ FEET AREA FORPROPOSED TESLA STATION R E M O V E E X I S T I N G P A R K I N G L I N E B Y G R I N D I N G ( T Y P O F 1 1 ) EXISTINGCONCRETE CURBWITH GUTTER (TYP) E X I S T I N G A S P H A L T P A R K I N G L O T E X I S T I N G L I G H T P O L E EXISTING PARKINGLINE (TYP)EXISTINGGAS LINE EXISTINGPROPERTY LINE E X I S T I N G I R R I G A T I O N C O N T R O L V A L V E ( T Y P ) EXISTINGLANDSCAPE (TYP) E X I S T I N G L A N D S C A P E T O B E R E M O V E D ( R E M O V E E N T I R E H E D G E R O W ) PLANS 2 P R O P O S E D T E S L A I L L U M I N A T E D C H A R G I N G S T A T I O N ( T Y P O F 1 0 ) P R O P O S E D N O N - I L L U M I N A T E D P A R K I N G S I G N ( T Y P O F 8 ) PROPOSED UTILITYTRANSFORMER SEE ENLARGEDPROPOSED EQUIPMENTLAYOUT SHEET A-4PROPOSED PEDESTRIANLIGHT POLE AND FIXTURE R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 P R O P O S E D S I T E P L A N A - 3 6 ' 4 ' 2 ' 0 5 ' 1 0 ' 3 / 1 6 " = 1 ' - 0 " P R O P O S E D S I T E P L A N A A - 6 EXISTINGCONCRETE CURBWITH GUTTER (TYP)1A 1B 1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTERFROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SODNO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION ISFINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SODCAN BE INSTALLED.2. PROPOSED STALL DESIGNED FOR DISABLED ACCESS SHALL BE 2% MAX SLOPE.NOTES B S - 1 A A - 7 C H A R G I N G P O S T C I R C U I T S C H E D U L E S U P E R C H A R G E R C H A R G E P O S T D E D I C A T E D / E N A B L E D 1 B 1 A 1 2 2 B 2 A 3 3 B 3 A 4 4 B 4 A 5 5 B 5 A D E D I C A T E D D E D I C A T E D D E D I C A T E D D E D I C A T E D D E D I C A T E D E N A B L E D E N A B L E D E N A B L E D E N A B L E D E N A B L E D 4321 E X I S T I N G A S P H A L T P A R K I N G L O T 3 6 " M A X O N C E N T E R P R O P O S E D P A R K I N G L I N E T O B E P A I N T E D W H I T E ( T Y P O F 2 ) EXISTING PARKINGLINE (TYP)EXISTIN G S T A L L C O U N T PROPOS E D T E S L A C H A R G I N G S T A L L S PR O J E C T A R E A S T A L L C O U N T 1 1 1 0 E A - 7 D A - 7 D S - 1 EXISTINGGAS LINE A A - 5 T E S L A E Q U I P M E N T S U P E R C H A R G I N G C A B I N E T S T E S L A E Q U I P M E N T S C H E D U L E C H A R G E P O S T B O L L A R D S C H A R G E P O S T J U N C T I O N B O X C H A R G E P O S T D O C K D E S C R I P T I O N G E N 2 L - N S U P E R C H A R G E R D U A L C O N D U C T O R S N O R T H A M E R I C A P A R T N U M B E R 1 0 3 3 0 2 6 - 0 4 - E 1 0 4 8 0 8 2 - 0 0 - A 1 0 2 8 3 8 4 - 0 0 - C Q U A N T I T Y B O L T D O W N B O L L A R D S 1 0 2 4 0 7 0 - 0 1 - D 5 1 0 1 0 1 0 AA-5 3 B PROPOSEDTREE (TYP) E X I S T I N G I R R I G A T I O N C O N T R O L V A L V E ( T Y P ) 16'-6"5'-0"3'-10"5 3'-0"(TYP)3'-0" P R O P O S E D N O N - I L L U M I N A T E D P A R K I N G S I G N ( T Y P O F 2 ) D A - 6 PROPOSEDRETAINING WALL -A-9 E X I S T I N G P A R K I N G L I N E ( T Y P ) EXISTINGLANDSCAPING (TYP) E X I S T I N G L I G H T P O L E 2 A 2 B 3 A 4 A 4 B 5 A 5 B 5'-0"5'-0"5'-0" 9 ' - 0 " ( T Y P O F 8 ) 18'-0" (TYP) 3 ' - 0 " 9 ' - 0 " 3 ' - 0 " 9 ' - 0 " 9 ' - 6 " 10'-0" 4 ' - 6 " ( T Y P O F 2 ) 4 ' - 6 " ( T Y P ) PROPOSEDBUSH (TYP)-LS-1PROPOSEDUTILITY METER 3 ' - 0 " EXISTING PROPERTYLINE (TYP)FS-1EXISTING 32'BUILDING SETBACK P R O P O S E D C U R B S T O P ( T Y P O F 1 0 ) A S - 2 3'-0"(TYP)-LS-1PLANS 3 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 E N L A R G E D P R O P O S E D E Q U I P M E N T L A Y O U T A - 4 1 2 " 6 " 0 1 ' 2 ' 3 ' 3 / 4 " = 1 ' - 0 " ENLARGED P R O P O S E D E Q U I P M E N T L A Y O U T P R O P O S E D C M U W A L L P R O P O S E D C O N C R E T E P A D PROPOSED TESLASUPERCHARGERCABINET (TYP OF 5)BA-7CS-1 A A - 8 A S - 1 CA-7 I N C O M I N G PROPOSEDSINGLE GATE BA-8PROPOSEDQED SWITCHGEARASSEMBLY 54 3 2 PROPOSEDSINGLE GATE CA-8-E-4 1 1 9 ' - 5 " 15'-4" P R O P O S E D S I N G L E G A T E C A - 8 4'-2" (TYP) 6"6"BA-5 BA-510" 2 " ( T Y P ) 3'-4"(TYP) P R O P O S E D A U T O T R A N S F O R M E R ( T Y P O F 5 ) - E - 7 2 ' - 1 " 1 0 " ( T Y P ) 1 ' - 4 " ( T Y P ) 1 1 " ( T Y P ) 6" 6" (TYP) 1'-2" (TYP) 1'-7" P R O P O S E D S A F E T Y P L A C A R D F A - 6 PLANS 4 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 S I T E E L E V A T I O N S A - 5 S I T E E L E V A T I O N 1 2 " 6 " 0 1 ' 2 ' 3 ' 4 ' 5 ' 1 / 2 " = 1 ' - 0 " INTERIOR E N C L O S U R E E L E V A T I O N 6 ' 4 ' 2 ' 0 5 ' 1 0 ' 3 / 1 6 " = 1 ' - 0 " PROPOSED N O N - I L L U M I N A T E D PARKING SI G N ( T Y P O F 8 ) EXISTINGASPHALT E X I S T I N G C O N C R E T E C U R B AA-6 C H A R G I N G P O S T C I R C U I T S C H E D U L E S U P E R C H A R G E R C H A R G E P O S T D E D I C A T E D / E N A B L E D 1 B 1 A 1 2 2 B 2 A 3 3 B 3 A 4 4 B 4 A 5 5 B 5 A D E D I C A T E D D E D I C A T E D D E D I C A T E D D E D I C A T E D D E D I C A T E D E N A B L E D E N A B L E D E N A B L E D E N A B L E D E N A B L E D B A PROPOSED T E S L A I L L U M I N A T E D CHARGING S T A T I O N ( T Y P O F 1 0 ) BS-1 AA-71A PROPOSED P E D E S T R I A N LIGHT POLE A N D F I X T U R E E A - 7 D S - 1 P R O P O S E D B U S H ( T Y P ) EXISTINGGRADE PROPOSEDCMU WALL P R O P O S E D Q E D S W I T C H G E A R A S S E M B L Y PROPOSEDCONCRETE PAD - E - 4 AA-8AS-1 P R O P O S E D T E S L A S U P E R C H A R G E R C A B I N E T CA- 7 5 PROPOSED CMUWALL ENCLOSUREPROPOSED UTILITYTRANSFORMER 1 B 2 A 2 B 3 A 3 B 4 A 4 B P R O P O S E D N O N - I L L U M I N A T E D P A R K I N G S I G N ( T Y P O F 2 ) D A - 6 E X I S T I N G L I G H T P O L E P R O P O S E D S I N G L E G A T E C A - 8 PROPOSEDRETAINING WALL 5 A 5 B -A-9 FS-1 PROPOSEDBUSH (TYP) - L S - 1 -LS-1PROPOSEDUTILITY METERPROPOSEDAUTOTRANSFORMER(TYP OF 5)EE-5 BA-7 D A - 7 PROPOSEDTREE (TYP)-LS-1-E-7 PROPOSEDCURB STOP(TYP OF 10)AS-2PLANS 5 1 ' - 0 " 1'-6" D E T A I L 1 D E T A I L 2 S I G N P L A T E M E C H A N I C A L L Y F A S T E N E D T O 2 " x 2 " x 1 / 8 " S T E E L T U B E # 8 F L A T H E A D S C R E W S T E E L S U P P O R T A N G L E NON-ILLUMI N A T E D P A R K I N G S I G N A G E - F R O N T D E T A I L T O B E P R O V I D E D B Y T E S L A 1. SEE TYPICA L T E S L A P A R K I N G S I G N A G E D E T A I L FOR SIGNAG E V A R I A T I O N S ( I F A P P L I C A B L E ) . 2. SEE CHARG I N G P O S T C I R C U I T S C H E D U L E O N PROPOSED S I T E P L A N F O R D E D I C A T E D , E N A B L E D , AND ADA LO C A T I O N S . NOTES V E H I C L E C H A R G I N G O N L Y R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 S I G N A G E D E T A I L S A - 6 C B A F NO SCALE N O S C A L E N O S C A L E D T O B E P R O V I D E D B Y T E S L A 1 ' - 0 " 6" D E T A I L 1 D E T A I L 2 S I G N P L A T E M E C H A N I C A L L Y F A S T E N E D T O 2 " x 2 " x 1 / 8 " S T E E L T U B E # 8 F L A T H E A D S C R E W S T E E L S U P P O R T A N G L E NON-IL L U M I N A T E D S I G N A G E - F R O N T D E T A I L D E S I G N E D F O R DI S A B L E D A C C E S S U S E L A S T NOTES1. BOTTOM OF A D A P A R K I N G S I G N S H A L L B E L O C A T E D A T A M I N I M U M HEIGHT OF 60".2. LETTERING TO B E A M I N I M U M H E I G H T O F 1 " . 3. SEE TYPICAL T E S L A P A R K I N G S I G N A G E D E T A I L F O R S I G N A G E VARIATIONS (I F A P P L I C A B L E ) . FRONTSIDE 1'-6"1'-0"1'-0"1/2"2"3"8"2"72"4'-0"1/2"TOPCONCRETEFOOTING NOTES1. D/F NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES ANDRETURNS TO BE .090" ALUMINUM PANELS WITH #680-82 REDREFLECTIVE VINYL APPLIED (VERIFY REFLECTIVITY WITH OWNER).2. LOGO TO BE #280-10 REFLECTIVE WHITE VINYL (VERIFY REFLECTIVITYWITH OWNER).3. SECURE PANELS TO POST WITH COUNTERSUNK MECHANICALFASTENERS (PROVIDED BY OWNER).4. SIGN, SIGN POST, AND SIGN FASTENERS TO BE OWNER PROVIDEDAND CONTRACTOR INSTALLED. CONTRACTOR TO PROVIDE SIGN POSTFASTENERS IF REQUIRED AND PAINTED TO MATCH.5. IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTORSHALL REPAINT AS REQUIRED6. FOR SPECIAL JURISDICTIONAL REQUESTS, SEE NOTE ON GN-3.B-NON-ILLUMINATED SIGN & FOUNDATION DETAIL CURBGRADE SEE A-3FOR DIMENSION 3"8"2"B-3'-6" E L E C T R I C A L P L A C A R D E FRONTSIDE 1'-6"1'-0"1'-0"1/2"2"3"8"2"72"4'-0"1/2"TOPCONCRETEFOOTING NOTES1. D/F NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES ANDRETURNS TO BE .090" ALUMINUM PANELS WITH #680-82 REDREFLECTIVE VINYL APPLIED (VERIFY REFLECTIVITY WITH OWNER).2. LOGO TO BE #280-10 REFLECTIVE WHITE VINYL (VERIFY REFLECTIVITYWITH OWNER).3. SECURE PANELS TO POST WITH COUNTERSUNK MECHANICALFASTENERS (PROVIDED BY OWNER).4. SIGN, SIGN POST, AND SIGN FASTENERS TO BE OWNER PROVIDEDAND CONTRACTOR INSTALLED. CONTRACTOR TO PROVIDE SIGN POSTFASTENERS IF REQUIRED AND PAINTED TO MATCH.5. IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTORSHALL REPAINT AS REQUIRED6. FOR SPECIAL JURISDICTIONAL REQUESTS, SEE NOTE ON GN-3.B-NON-ILLUMINATED SIGN & FOUNDATION DETAIL CURBGRADE SEE A-3FOR DIMENSION 3"8"2"E-6"2"3'-6" M I N U T E G E N E R A L P A R K I N G V E H I C L E C H A R G I N G O N L Y E N A B L E D D E D I C A T E D 1 . S E E C H A R G I N G P O S T C I R C U I T S C H E D U L E O N P R O P O S E D S I T E P L A N F O R D E D I C A T E D A N D E N A B L E D L O C A T I O N S . N O T E N O S C A L E T Y P I C A L T E S L A P A R K I N G S I G N A G E N O S C A L E NO SCALE E L E C T R I C A L E Q U I P M E N T 4 8 0 V 9 6 0 A 6 " 6" N O T E C O N T R A C T O R S H A L L P L A C E S A F E T Y P L A C A R D O N T H E O U T S I D E O F T H E M O S T V I S I B L E G A T E . PLANS 6 76.3" 2 9 . 9 " 3 7 . 8 " TESL A S U P E R C H A R G E R C A B I N E T D E T A I L T E S L A S U P E R C H A R G E R 1 . C A B I N E T S H O U L D B E L I F T E D U S I N G R O O F M O U N T E D E Y E H O O K S . A F O R K L I F T O R P A L L E T J A C K C A N A L S O B E U S E D T O M O V E C A B I N E T I F D O N E P R O P E R L Y . 2 . S E E S H E E T G N - 3 F O R C A B I N E T N O T E S . N O T E S E N C L O S U R E D A T A : I N G R E S S P R O T E C T I O N I P 5 5 W E I G H T : 1 3 2 0 l b s . C O M P L I A N C E : T H E U N I T I S T U V L I S T E D A S I E C 6 1 8 5 1 - 2 3 , U L 2 2 0 2 , C S A 2 2 . 2 N O . 1 0 7 . 1 - 0 1 C O M P L I A N T . 1 . 5 0 " 2 6 . 8 8 " 5.00" 21.75" 2 0 . 5 0 " 4 . 7 5 " T E S L A S U P E R C H A R G E R A N C H O R B O L T P L A N ( 4 ) 1 / 2 " D I A . H I L T I K W I K B O L T T Z S T A I N L E S S S T E E L A N C H O R S , 3 1 / 4 " M I N E F F E C T I V E E M B E D M E N T O R E N G I N E E R A P P R O V E D E Q U A L ( E S R # 1 9 1 7 ) A / C D / C I N C O M I N G O U T G O I N G S W I T C H G E A R C H A R G I N G P O S T 3 . 3 8 " 9 . 0 0 " 5 . 2 5 " 9 . 0 0 " 4.75"4.38" 3 0 . 0 0 " 28.13" 1.50" 4 . 5 0 " 4.50" 19.25" 23.63" PEDESTRIAN LIGHT POLE DETAIL LIGHT POLEBASE PLATE 8" DIA BOLTCIRCLE4"B SHAFT BASE LITHONIA LIGHTING ANCHOR BASE POLESERIES: RSSCATALOG NUMBER: RSS 20 4BFIXTURE HEIGHT: 20 FEETMOUNTING: DM19ASFINISH: DNA (NATURAL ALUMINUM)1'- 8" ØPE D E S T R I A N L I G H T F I X T U R E D E T A I L 3 3 " 7 1/2" 13" LITHONIA LIGHTIN G / D - S E R I E S S I Z E 1 L E D A R E A L U M I N A I R E SERIES: DSX1 LE D LIGHTING ENGINE S : ( 2 ) E N G I N E S ( 6 0 L E D s ) PERFORMANCE P A C K A G E : 7 0 0 / 5 0 K ( 5 0 0 0 K ) DISTRIBUTION: T3 M VOLTAGE; MVOLT ( 1 2 0 - 2 7 7 V ) ( 5 0 / 6 0 H z ) MOUNTING: ROUN D P O L E ( R P A ) DRILLING: DM19A S OPTIONS: PER (N E M A T W I S T L O C K R E C E P T A C L E O N L Y , N O C O N T R O L S ) HS (H O U S E - S I D E S H I E L D ) SF (SI N G L E F U S E ( 1 2 0 , 2 7 7 , 3 4 7 V ) ) WTB ( U T I L I T Y T E R M I N A L B L O C K ) FINISH: DNAXD (N A T U R A L A L U M I N U M ) ACCESSORIES: D L L 1 2 7 F 1 . 5 J U ( P H O T O C E L L - S S L T W I S T L O C K , 1 2 0 - 2 7 7 V ) LUMEN OUTPUT: 7 0 0 m A , 1 3 1 W R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 E Q U I P M E N T D E T A I L S A - 7 ANO SCALE B N O S C A L E C N O S C A L E DNO SCALE E N O S C A L E F N O S C A L E D E T A I L N O T U S E D TESLA ILLUMINATED CHARGING STATION DETAIL CAR SIDEPLANPROTECTIVESHEATHING 1. BOLLARD MUST BE FROM TESLA ANDINCLUDE WELDED ON FIXTUREATTACHMENT PADS.2. THE 4.33W, 315mA COMBINED TESLALOGO AND TASK LIGHT LEDASSEMBLIES DRAWS POWER FROMTHE PROPOSED SUPERCHARGER.NOTESCONDUITSTUBCAR SIDEGRADEGRADE2"8" TO 10"66.54"1/2"(2) RED, 130mA 'TESLA'LOGO LED ASSEMBLIES(SEE NOTE 2)(1) WHITE, 55mA TASKLIGHT LED ASSEMBLY(SEE NOTE 2)PROPOSEDOR EXISTINGCURBFRONTSIDE48" GRIP HEIGHT54"EXISTINGASPHALTGRADEEXISTINGASPHALTGRADE 2"-4"CONDUIT 3'-6"1'-9"PLANS 7 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 F E N C E D E T A I L S A - 8 B A WALL CAPSAND COLORSPLITFACECMU BLOCK8'-0" 4 " S T A N D A R D P I P E P O S T ( T Y P ) 2 " x 8 " V E R T I C A L W O O D C O M P O S I T E B O A R D A T T A C H E D T O P R O P O S E D P O S T 1 4 G A U G E P I P E T I E 1 1 / 2 " ( T Y P ) C M U W A L L E N C L O S U R E 8'-0" 18"11SLOPE16"8" 3" COVER (TYP) WA L L C A P CUT B R I C K AS R E Q U I R E D F I N I S H E D G R A D E TYPICAL CMU WALL DETAIL T Y P I C A L G A T E P O S T P L A N CMU WALL ELEVATIONTYPICAL CMU WALL ELEVATI O N NO SCALE N O S C A L E N O S C A L E C 1.5B18 STEEL DECKING INHSS 2x2x3/16 ANGLE FRAMINGAND PAINTED TO MATCHEXISTING CONDITIONSHSS 4x2x3/16 GATEPOST PAINTED TOMATCH EXISTINGENCLOSURE (TYP)A-HEAVY DUTY BUTT HINGEWITH (6) 1/4" TEK SCREWS(4 HINGES PER POST)4'-0"18"D-SINGLE METAL GATECMU WALL DETAIL PAINT COLOR ON METAL GATES TO MATCHEXISTING ENCLOSURES NOTEWALL CAP L O C K E Y S T Y L E 2 8 5 P M E D D U T Y L E V E R W I T H P A S S A G E F O R P A N I C E X I T S O U T S I D E C O M P O U N D S P L I T F A C E C M U B L O C K W A L L SIN G L E G A T E L O C K D E T A I L W / K E Y P A D PANIC BAR(INSIDE) M A X G U A R D P A N I C B A R S H E I L D I N S I D E C O M P O U N D P A N I C B A R L O C K E Y C O M P A T I B L E P A N I C S H I E L D A T T A C H E D T O H S S F R A M E S P L I T F A C E C M U B L O C K W A L L W R M E T A L D E C K ( B - D E C K ) HSS 2x2x3/16GATE FRAME H S S 4 x 2 x 3 / 1 6 G A T E P O S T P A I N T E D T O M A T C H E X I S T I N G E N C L O S U R E ( T Y P ) H S S 4 x 2 x 3 / 1 6 G A T E P O S T P A I N T E D T O M A T C H E X I S T I N G E N C L O S U R E ( T Y P ) H S S 2 x 2 x 3 / 1 6 G A T E F R A M E W R M E T A L D E C K ( B - D E C K ) NOTE1. CONTRACTOR S H A L L U T I L I Z E L O C K E Y S T Y L E 2 8 5 P M E D DUTY LEVER WI T H P A S S A G E F O R P A N I C E X I T S OR APPROVED E Q U A L W I T H C O L O R T O M A T C H . PURCHASE AC C E S S O R I E S A S N E C E S S A R Y . 41" ABOVE FINISH GRADE 1 . H A R D W A R E N O T T O B E I N S T A L L E D O N M E A N S O F E G R E S S G A T E S . N O T E H E A V Y D U T Y S W I V E L H A S P - B L A C K 4 0 0 1 - 0 0 S P H S S 4 x 2 x 3 / 1 6 8 ' - 0 " L O N G H S S 2 x 2 x 3 / 1 6 G A T E F R A M E S I N G L E G A T E W R M E T A L D E C K ( B - D E C K ) S I N G L E G A T E L O C K D E T A I L 1 . 5 B 1 8 S T E E L D E C K I N G I N H S S 2 x 2 x 3 / 1 6 A N G L E F R A M I N G A N D P A I N T E D T O M A T C H E X I S T I N G C O N D I T I O N S H S S 4 x 2 x 3 / 1 6 G A T E P O S T P A I N T E D T O M A T C H E X I S T I N G E N C L O S U R E ( T Y P ) E - A - H E A V Y D U T Y B U T T H I N G E W I T H ( 6 ) 1 / 4 " T E K S C R E W S ( 4 H I N G E S P E R P O S T ) 4 ' - 0 " 18" S I N G L E M E T A L G A T E C M U W A L L D E T A I L P A I N T C O L O R O N M E T A L G A T E S T O M A T C H E X I S T I N G E N C L O S U R E S N O T E W A L L C A P PLANS 8 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 G R A D I N G P L A N A - 9 P R O P O S E D T E S L A I L L U M I N A T E D C H A R G I N G S T A T I O N 1 2 " 6 " 0 1 ' 2 ' 3 ' 4 ' 5 ' 6 ' 7 ' 3 / 8 " = 1 ' - 0 " P R O P O S E D S I T E P L A N TOW - TOP OF WALLFF - FINISH FLOORPR EL - PROPOSED ELEVATIONEX EL - EXISTING ELEVATION LEGEND P R O P O S E D R E T A I N I N G W A L L F S - 1 TOW EL.652.5'FF EL.649.58'TOW EL.650.0' T O W E L . 6 5 0 . 5 ' F F E L . 6 4 9 . 5 8 ' E X E L . 6 4 9 . 2 E X E L . 6 4 8 . 8 ' P R O P O S E D P E D E S T R I A N L I G H T P O L E A N D F I X T U R E 1 2 3 4 5 PROPOSED UTILITYTRANSFORMER P R O P O S E D T E S L A S U P E R C H A R G E R C A B I N E T ( T Y P O F 5 ) P R O P O S E D C O N T O U R L I N E 5 ' - 0 " 5'-0"5'-0"PROPO S E D QED S W I T C H G E A R ASSEM B L Y 3 3 ' - 1 1 " 14'-11" P R O P O S E D N O N - I L L U M I N A T E D P A R K I N G S I G N ( T Y P ) 4'-6" 1. LANDSCAPING NOT SHOWN FOR CLARITY.NOTEPROPO S E D UTILITY M E T E R PROPO S E D CMU W A L L ENCLO S U R E PR EL.649.25' P R O P O S E D A U T O T R A N S F O R M E R ( T Y P O F 5 ) P R O P O S E D C U R B S T O P ( T Y P O F 1 0 ) PLANS 9 PROPOSED XXXKVAUTILITY TRANSFORMER480/277V, 3ɸ, 4W ON8'-0"x8'-0" CONCRETE PADPROPOSED PRIMARYCONDUIT FROM XXXX TOPROPOSED UTILITYTRANSFORMER (X) PROPOSED 4"UNDERGROUND SERVICELATERAL CONDUITS FROMPROPOSED TRANSFORMERTO PROPOSED SERVICEEQUIPMENT SWITCHGEAR PROPOSED QEDSWITCHGEARASSEMBLY R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 U T I L I T Y P L A N E - 1 P E N D I N G U T I L I T Y D E S I G N U T I L I T Y P L A N 2 0 ' 1 0 ' 0 2 0 ' 4 0 ' 1 " = 2 0 ' NOTESPROPOSEDTRANSFORMERCLEARANCEAE-3 EE-5AE-3 AE-410'-0"4'-0"SWITCHGEARCLEARANCE5'-0"5'-0"5'-0"PROPOSEDUTILITY METER 1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTYOWNER REVIEW. THE CONTRACTOR SHALL REFERENCE THE UTILITY DESIGNPACKAGE (UDP), PROVIDED WITH THE “ISSUED FOR CONSTRUCTION” DRAWINGSFOR BIDDING. THE CONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPEOF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS.2. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND TERMINATION OFSERVICE CONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATEUTILITY ENGINEER AT TIME OF PRECONSTRUCTION MEETING TO ENSUREACCURACY OF INSTALLATIONS.3. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITYSPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT THEDISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL.UTILITY SERVICE LATERAL LENGTHSUTILITYTRANSFORMERTO SERVICEEQUIPMENT LINEARLENGTH (FT)*ESTIMATEDLENGTH (FT)*1234TOTAL LENGTH OF Cu WIREPER CONDUIT =136NUMBER OF WIRE FILLED CONDUITS3TOTAL LENGTH OF Cu WIRE =408(SEE SHEET E-3 FOR WIRE CONFIGURATION)*TOTAL LENGTH OF Cu WIRE = 4 WIRES PER CONDUIT x ESTIMATED LENGTH x NUMBER OF FILLED CONDUITSPROPOSEDSHRUBS (TYP)-LS-1 * AC UTILITY SERVICE CONDUCTORS: 22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TOACCOUNT FOR BURIED DEPTH.PLAN A-ASCALE: NO SCALE A - A - P R O P O S E D P R I M A R Y C O N D U I T F R O M U T I L I T Y P O L E T O P R O P O S E D U T I L I T Y T R A N S F O R M E R E X I S T I N G A S P H A L T P A R K I N G L O T E X I S T I N G P A R K I N G L I N E ( T Y P ) E X I S T I N G L I G H T P O L E ( T Y P ) C O N T A I N E R S T O R E E X I S T I N G I R R I G A T I O N C O N T R O L V A L V E ( T Y P ) E X I S T I N G S T O R M I N L E T ( T Y P ) E X I S T I N G E L E C T R I C L I N E ( T Y P ) 3 2 ' - 0 " E X I S T I N G B U I L D I N G S E T B A C K N CARROL L A V E 1 1 2 ' - 0 " ± E X I S T I N G U T I L I T Y P O L E PLANS 1 0 PROPOSED 160KVAAUTOTRANSFORMER S ( B Y TESLA) (TYP OF 5) R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 E L E C T R I C A L P L A N E - 2 1. CONDUCTOR LENGTHS ARE ESTIMATES ONLY. LENGTHS ARE BASED ON DIAGRAMMATICALMEASUREMENTS AND APPROXIMATED BURIED DEPTHS. THE EXACT ROUTING PATH ANDCONDUCTOR RUN LENGTHS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASEDON PHYSICAL MEASUREMENTS. CONTRACTOR TO ORDER CONDUCTOR BASED ON FIELDMEASUREMENTS (MUST BE APPROVED BY TESLA INSTALLATION MANAGER).2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON-SITE SHALL BE DONE INACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) STANDARDS BEING ENFORCED BY ALLAPPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION.3. DC RUN LENGTH MAXIMUM IS 120'-0" INCLUDING BURIED DEPTH. ANY DC RUN LENGTHS BEYONDTHIS MAXIMUM SHALL BE ADDRESSED WITH THE APPROPRIATE ENGINEERING TEAMS AS SOON ASTHE SITUATION ARISES.ELE C T R I C A L P L A N 6 ' 4 ' 2 ' 0 5 ' 1 0 ' 3 / 1 6 " = 1 ' - 0 " (5) PROPOSED 3" CONDUITSFROM PROPOSEDSWITCHGEAR TO PROPOSEDAUTOTRANSFORMERS(10) PROPOSED 3" TE S L A CHARGING STATION P O W E R CONDUITSPROPOSED QEDSWITCHGEARASSEMBLYPROPOSED TESLASUPERCHARGERCABINET (TYP)-E-4AE-5 AE-3 EE-5AE-3 EE-5 PROPOSED 1 1/4" PO W E R CONDUIT TO PROPOS E D LIGHT POLE E E - 5 REFERENCE SHEET E-1 FOR A SUM M A R Y O F T H E U T I L I T Y R E L A T E D C O N S T R U C T I O N R E S P O N S I B I L I T I E S A N D D E S I G N D E T A I L S D C C H A R G I N G P O S T L E N G T H S S U P E R C H A R G E R C H A R G E P O S T L I N E A R L E N G T H ( F T ) * * * E S T I M A T E D L E N G T H ( F T ) * * * 2 3 4 5 4 0 6 2 4 7 6 9 5 6 7 8 6 3 8 5 6 7 8 9 8 5 1 0 7 9 4 1 1 6 1 0 8 1 1 6 1 2 1 1 1 6 T O T A L L E N G T H O F D C A L W I R E = 3 5 3 2 T O T A L L E N G T H O F # 3 A W G G N D C u & C O M M C A B L E W I R E = 8 8 3 1 1 A 1 B 2 A 2 B 2 3 4 3 A 3 B 4 A 4 B NOTES** AC CONDUCTORS: 16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FORBURIED DEPTH.*** DC CONDUCTORS: 22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FORBURIED DEPTH.(SEE SHEET E-3 FOR WIR E C O N F I G U R A T I O N ) **TOTAL LENGTH OF AC C u W I R E = S U M O F E S T I M A T E D L E N G T H x 4 W I R E S P E R S U P E R C H A R G E R **TOTAL LENGTH GND C u W I R E = S U M O F E S T I M A T E D L E N G T H S ( S E E S H E E T E - 3 F O R W I R E C O N F I G U R A T I O N ) * * * T O T A L L E N G T H O F D C A L W I R E = S U M O F E S T I M A T E D L E N G T H x 4 W I R E S P E R C H A R G E P O S T * * * T O T A L L E N G T H O F G N D C u A N D C O M M C A B L E W I R E = S U M O F E S T I M A T E D L E N G T H S P R O P O S E D T E S L A I L L U M I N A T E D C H A R G I N G S T A T I O N ( T Y P O F 1 0 ) PROPOSEDUTILITYTRANSFORMER PROPOSED PEDESTRI A N LIGHT POLE AND FIXT U R E EXISTINGCONCRETE CURBWITH GUTTER (TYP)1A 4321 E X I S T I N G A S P H A L T P A R K I N G L O T E X I S T I N G L I G H T P O L E P R O P O S E D P A R K I N G L I N E T O B E P A I N T E D W H I T E ( T Y P ) EXISTING PARKINGLINE (TYP) E E - 5 EXISTINGGAS LINEEXISTINGPROPERTY LINE E X I S T I N G I R R I G A T I O N C O N T R O L V A L V E ( T Y P ) 5 5 5 A 5 B 1 B 3 B 2 A 2 B 3 A 4 A 4 B 5 A 5 B PROPOSEDUTILITY METERPROPOSED CURBSTOP (TYP OF 10) A E - 3 (5) PROPOSED 3" CON D U I T S F R O M PROPOSED AUTOTRA N S F O R M E R S TO PROPOSED SUPER C H A R G E R CABINETS A E - 3 E E - 5 AE-3 -E-7 3 2 1 * * * * * * 4 * * A C S U P E R C H A R G E R L E N G T H S S U P E R C H A R G E R / A U T O - T R A N S . L I N E A R L E N G T H S W G R T O A U T O - T R A N S . L I N E A R L E N G T H A U T O - T R A N S . T O S U P E R C H A R G E R * * * * * E S T I M A T E D L E N G T H 2 2 1 0 4 8 2 0 1 1 4 7 1 7 1 2 4 5 1 5 1 7 4 8 1 2 1 7 4 5 T O T A L L E N G T H O F C u W I R E P E R C O N D U I T 9 3 2 N U M B E R O F W I R E F I L L E D C O N D U I T = 4 T O T A L L E N G T H O F C u W I R E = 3 7 2 8 5 * * PLANS 1 1 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 E L E C T R I C A L D E T A I L S E - 3 B N O S C A L E A N O S C A L E S E R V I C E E L E C T R I C A L C I R C U I T S C H E D U L E T O P R O P O S E D P E D E S T R I A N L I G H T I N G 15A 1P7 7 P R O P O S E D T E S L A P E D E S T R I A N L I G H T I N G 7 ( 2 ) # 1 2 T H W N - 2 C u , ( 1 ) # 1 2 A W G G N D C u , ( 1 ) 1 / 4 " C O N D U I T P R O P O S E D S E R V I C E E Q U I P M E N T ; C I R C U I T 7 I - L I N E P A N E L ( 1 5 A M P ) A N O S C A L E 3 INCOMINGI-LINE PANEL2AE-61 PROPOSEDUTILITYGROUND(PERUTILITY) F A C T O R Y I N S T A L L E D 1 2 0 0 A B U S S F A C T O R Y I N S T A L L E D 1 2 0 0 A B U S S P R O P O S E D 1 2 0 0 A S E R V I C E E Q U I P M E N T 4 8 0 / 2 7 7 V , 3 ɸ , 4 W 6 5 K A I C W I T H G R O U N D F A U L T P R O T E C T I O N ( 3 ) X X X M C M C u ( T H W N - 2 ) & ( 1 ) X X X C M C u ( T H W N - 2 ) N E U T I N E A C H O F ( X ) 4 " C O N D U I T UTILITY TRANSFORMER480/277V, 3ɸ, 4WXXXKVAM11200/3AS1080/3AT P R O P O S E D S E R V I C E E Q U I P M E N T ; 1 2 0 0 A M A I N B R E A K E R P R O P O S E D S E R V I C E E Q U I P M E N T ; 1 2 0 0 A M A I N B R E A K E R + ( X ) S P A R E 4 " C O N D U I T 15A2PSPARESYSTEM ONE-LINE DIAGRAM GRNDNEUTMANUFACTURER-PROVIDED MECHANICALEQUIPMENT BOND PER NEC 250.90#4 SOLID AWG GROUNDING ELECTRODECONDUCTOR PER NEC 250.52(A)(3)GROUNDING ELECTRODECONCRETE ENCASED REBAR GRIDPER NEC 250.52(A)(3)(1) OR (2)CG-2 #6 SOLID AWGGROUNDINGELECTRODECONDUCTORPER NEC250.66 (A)GROUNDING ELECTRODE 5/8"X8'-0" COPPER CLAD GROUNDROD INSTALLATION PER NEC 250.62, 250.64 AND 250.68 MAIN BREAKER /METERINGMSEENOTE 2 U T I L I T Y T R A N S F O R M E R 4SUPER-CHARGER#1 P R O P O S E D A U T O - T R A N S F O R M E R # 1 N O F R O M T O C O N F I G U R A T I O N 1 S E R V I C E E L E C T R I C A L C I R C U I T S C H E D U L E 2 3 1A1B P R O P O S E D S E R V I C E E Q U I P M E N T ; I N C O M I N G P R O P O S E D S E R V I C E E Q U I P M E N T ; B R A N C H C I R C U I T D I S T R I B U T I O N I - L I N E P A N E L P R O P O S E D S E R V I C E E Q U I P M E N T ; I N C O M I N G BE-6SUPER-CHARGER#22A2B SUPER-CHARGER#33A3B SU P E R - CHA R G E R # 4 4A 4 B 4 P R O P O S E D V E H I C L E C H A R G I N G P O S T S . S E E S H E E T E - 2 F O R C O N D U I T & C O N D U C T O R D E T A I L S 250A3P250A3P ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 C u A W G G N D I N 3 " C O N D U I T 250A3P250A3P ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 C u A W G G N D I N 3 " C O N D U I T ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 C u A W G G N D I N 3 " C O N D U I T ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 C u A W G G N D I N 3 " C O N D U I T P R O P O S E D S E R V I C E E Q U I P M E N T ; C I R C U I T 2 I - L I N E P A N E L ( 2 5 0 A M P ) P R O P O S E D S E R V I C E E Q U I P M E N T ; C I R C U I T 3 I - L I N E P A N E L ( 2 5 0 A M P ) P R O P O S E D S E R V I C E E Q U I P M E N T ; C I R C U I T 4 I - L I N E P A N E L ( 2 5 0 A M P ) P R O P O S E D S E R V I C E E Q U I P M E N T ; C I R C U I T 5 I - L I N E P A N E L ( 2 5 0 A M P ) H1H2H3X1H1H2H3X1X2X3H1H1H1X1X2X3H1 H 2 H 3 X1 X 2 X 3 X2 X3 5 P R O P O S E D A U T O - T R A N S F O R M E R # 1 P R O P O S E D A U T O - T R A N S F O R M E R # 2 P R O P O S E D A U T O - T R A N S F O R M E R # 3 P R O P O S E D A U T O - T R A N S F O R M E R # 4 P R O P O S E D T E S L A S U P E R C H A R G E R # 1 P R O P O S E D T E S L A S U P E R C H A R G E R # 2 P R O P O S E D T E S L A S U P E R C H A R G E R # 3 P R O P O S E D T E S L A S U P E R C H A R G E R # 4 P R O P O S E D A U T O - T R A N S F O R M E R # 2 P R O P O S E D A U T O - T R A N S F O R M E R # 3 P R O P O S E D A U T O - T R A N S F O R M E R # 4 ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 A W G G N D I N 3 " C O N D U I T ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 A W G G N D I N 3 " C O N D U I T ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 A W G G N D I N 3 " C O N D U I T ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 A W G G N D I N 3 " C O N D U I T 5 P R O P O S E D 1 6 0 K V A A U T O T R A N S F O R M E R ( T Y P ) - E - 7 6 P R O P O S E D T E S L A S U P E R C H A R G E R # 1 P R O P O S E D T E S L A S U P E R C H A R G E R # 2 P R O P O S E D T E S L A S U P E R C H A R G E R # 3 P R O P O S E D T E S L A S U P E R C H A R G E R # 4 P R O P O S E D T E S L A C H A R G I N G P O S T 6 NOTES1. NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION OF TESLA SUPERCHARGERS.2. PROPOSED UTILITY CTs SHALL BE LOCATED WITHIN APPROVED CT COMPARTMENTSAPPROVED BY UTILITY AS SHOWN IN THIS DRAWING PACKAGE.3. ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING DURING INSTALLATION.4. CONTRACTOR TO USE 'SIMPULL THHN' ALUMINUM WIRING PER TESLA'S REQUIREMENTSWHEN ALUMINUM IS INDICATED IN THE CIRCUIT SCHEDULE ABOVE. ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T P R O P O S E D T E S L A C H A R G I N G P O S T P R O P O S E D T E S L A C H A R G I N G P O S T P R O P O S E D T E S L A C H A R G I N G P O S T 4 B 4 A 3 B 3 A 2 B 2 A 1 B 1 A S U P E R - C H A R G E R # 5 5 A 5 B 250A 3P H 1 H 1 H 1 X 1 X 2 X 3 P R O P O S E D T E S L A S U P E R C H A R G E R # 5 P R O P O S E D T E S L A C H A R G I N G P O S T 5 B 5 A P R O P O S E D A U T O - T R A N S F O R M E R # 5 P R O P O S E D T E S L A S U P E R C H A R G E R # 5 ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 A W G G N D I N 3 " C O N D U I T ( 3 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G , ( 1 ) 3 0 0 M C M C u ( T H W N - 2 ) A W G N E U T , ( 1 ) # 4 C u A W G G N D I N 3 " C O N D U I T P R O P O S E D S E R V I C E E Q U I P M E N T ; C I R C U I T 6 I - L I N E P A N E L ( 2 5 0 A M P ) P R O P O S E D A U T O - T R A N S F O R M E R # 5 ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T ( 4 ) 2 5 0 M C M A W G A L ( T H W N - 2 ) ( 2 P E R + / - ) P O S T + # 3 A W G C u G N D + C O M M C A B L E ( P E R T E S L A ) I N 3 " C O N D U I T DETAIL NOT USEDPLANS 1 2 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 E L E C T R I C A L D E T A I L S E - 4 A C B C B U T I L I T Y G R O U N D B U S P E R U L 8 9 1 I N T E R I O R I N C O M I N G I - L I N E P A N E L 3 / 0 - 7 5 0 k c m i l A L M E C H L U G . A L / C U C A B L E 6 - P E R P H A S E & N E U T R A L N E U T R A L S E N S O R Q E D S W I T C H B O A R D O N E - L I N E D I A G R A M N O S C A L E M A I N B R E A K E R 1 2 0 0 A 1 2 0 0 A M P B U S S M 1 3 P R K 1 2 0 0 A S A M M E T E R T R I P U N I T L S I G P L U G A 2 P H J 1 5 A 1 1 0 8 0 A T R I P 3 P J J 2 5 0 A 2 N O 1 4 . 5 " S - L I P L A 3 P 1 3 / 0 - 3 5 0 k c m i l 2 5 0 A J J 2 5 0 A M P 8 0 % 3 / 0 - 3 5 0 k c m i l 2 C I R C U I T N O . D E V I C E / F R A M E R A T I N G T R I P A M P F U S E / T R I P # P D E S I G N A T I O N N / P Q T Y P H A S E W I R E R A N G E Q T Y N E U T . W I R E R A N G E A C C E S S O R I E S L U G I N F O R M A T I O N - I N C O M I N G C O N N E C T I O N - - - N O 6 3 / 0 - 7 5 0 k c m i l 6 U C T - - - N O - - - - G M D H E I G H T - - M 1 A - L S I G 3 P N O - - - - G F , S D E , P L A 3 / 0 - 7 5 0 k c m i l - R K P L U G A 1 0 0 % N O 1 4 . 5 " S - L I 2 P 1 # 1 4 - 1 / 0 A W G 1 5 A H J # 1 4 - 1 / 0 A W G 1 - - S T R I P H E A T E R - - - S H R - - - - - 1 2 0 0 A 1 2 0 0 A S 1 0 8 0 A Q E D S W I T C H B O A R D C I R C U I T S C H E D U L E N O S C A L E 3 P J J 2 5 0 A 3 N O 1 4 . 5 " S - L I P L A 3 P 1 3 / 0 - 3 5 0 k c m i l 2 5 0 A J J 2 5 0 A M P 8 0 % 3 / 0 - 3 5 0 k c m i l 3 N O 1 4 . 5 " S - L I P L A 3 P 1 3 / 0 - 3 5 0 k c m i l 2 5 0 A J J 2 5 0 A M P 8 0 % 3 / 0 - 3 5 0 k c m i l 4 ERMSQED SWITCHBOARD ASSEMBLY SPECIFICATIONS 35.50"3.03"24.00"11.00"FLOOR PLAN - FRONT LEFT SIDE VIEW480V SWITCHBOARD ELEVATION 42.00"INCOMING 42.00"MAIN BREAKER / METERING 4 2 . 0 0 " I-LI N E P A N E L 126.00" 1.50"90.00" 91.50" QED SWITCHBOARD 21.00"(TYP)2.50"(TYP)1.50"14.25"11.85"2.80"(TYP)12.50" 3 6 . 2 5 " 36.25"16.40"3.10"(TYP)42.00"INCOMING 42.00"MAIN BREAKER / METERING 4 2 . 0 0 " I-LI N E P A N E L 37.00"ENCLOSURE DATATYPE 3R FREE STANDINGEXTERIOR PAINT COLOR: ANSI 49FRONT ACCESSIBILITY ONLY REQUIREDHANDLING: ROLLERSRODENT BARRIERS1.5H CORROSION RESIST BASE CHANNELSBASE CHANNELS CANNOT BE REMOVED FROMEUSERC SWITCHBOARD LINEUPSUTILITY SEALING HARDWARE INSTALLED FORUNMETERED BUS COMPARTMENTS CODE STANDARDSU.L. DEADFRONT AND SUITABLE FOR USE ASSERVICE ENTRANCEWHEN NOT MORE THAN SIX (6) DISCONNECTINGMEANS ARE PROVIDED.ERMS = ENERGY REDUCING MAINTENANCESWITCHING WITH LOCAL STATUS INDICATOR 35.50" 1.50"90.00"91.50"0.75" DIA MOUNTINGHOLES OFFSET 3.00"FROM SIDE (TYP)REAR COVERHANDLES USEDON BAYS WIDERTHAN 42.00" N O S C A L E 0.50"TO BE PROVIDED BY TESLA TOP VIEW FRONT 3 7 . 0 0 " 2.50" 2 . 5 0 " I-LIN E P A N E L INCOMING 39.03" TOP COVER 35.50" 14.75"7.75" MAIN BREAKER /METERING 3 7 . 0 0 " N O 1 4 . 5 " S - L I P L A 3 P 1 3 / 0 - 3 5 0 k c m i l 2 5 0 A J J 2 5 0 A M P 8 0 % 3 / 0 - 3 5 0 k c m i l 5 N O 1 1 . 5 " S - L I 1 P 1 # 1 4 - 1 / 0 A W G 1 5 A F H # 1 4 - 1 / 0 A W G 7 3 P J J 2 5 0 A 4 3 P J J 2 5 0 A 5 1 P F H 1 5 A 7 3 P J J 2 5 0 A 6 N O 1 4 . 5 " S - L I P L A 3 P 1 3 / 0 - 3 5 0 k c m i l 2 5 0 A J J 2 5 0 A M P 8 0 % 3 / 0 - 3 5 0 k c m i l 6 S P A R E S P A C E A N D M O U N T I N G F O R U T I L C O C T ' S UCT BARRIER M A I N B R E A K E R / M E T E R I N G UCT BARRIER PLANS 1 3 ORANGE 1 2 A W G G R A Y B L A C K P V C J A C K E T N O M O D . 6 4 6 " ( 1 6 m m ) B L U E BRAIDED SHEIL D FOIL SHEILD DRY WATERBLOCKINGBARRIER TAPE S H I E L D D R A I N 1 8 A W G T I N N E D C O P P E R E73202 3/ C 1 8 A W G ( . 8 2 4 M M 2 ) + 1 / P R 1 8 A W G ( . 8 2 4 M M 2 ) + 1 / C 1 2 A W G ( 3 . 3 1 M M 2 ) + 1 / C 1 0 AWG(5.26 M M 2 ) ( U L ) T Y P E T C - E R 9 0 C D R Y 7 5 C W E T 6 0 0 V S U N R E S D I R B U R O I L R E S I I UL 1277 O R c ( U L ) C I C - T C F T 4 - - - L L 4 1 1 0 3 C S A A W M I / I I A / B 9 0 C 6 0 0 V F T 4 - - - C E R O H S R E D C O M M U N I C A T I O N C A B L E D E T A I L T O B E P R O V I D E D B Y T E S L A 1 2 7 3 4 6 5 19.25"4.38"9.00"5.25"9.00"3.38"TESLA SUPERCHARGER CONDUITENTRY DETAIL (2) DC 3" NPT CONDUIT.STUB UP SHALL BE 6" OFFGROUND AND END IN FEMALENPT THREADED COUPLING(SEE NOTE 2)(1) 3" AC CONDUIT,(1)1" PE CONDUIT(SEE NOTE 2)1. BOLT HOLES FOR REFERENCE ONLY.2. USE DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO LHD1)TO SEAL ENDS OF CONDUIT (TYP. ALL CONDUITS FORSUPERCHARGERS AND CHARGE STATIONS)3. USE BELL FITTINGS ON ALL AC AND DC CONDUIT STUBS.NOTESNO SCALE DC DCACPE R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 E L E C T R I C A L D E T A I L S E - 5 C B ADNO SCALE N A T I V E S O D 6" N A T I V E B A C K F I L L 18" N O S C A L E VARIES 6 " 6 " C L E A N G R A N U L A R B A C K F I L L , 6 " L I F T M A X I M U M , P L A T E T A M P ( 1 / 2 " ) , 9 5 % C O M P A C T I O N M I N . U N D I S T U R B E D S O I L ( T Y P ) H A N D T A M P E D 1 / 2 " G R A N U L A R B A C K F I L L 1" OF GRANULAR BACKFILL BETWEEN CONDUITS 1 . A N Y E X C A V A T I O N L E F T O P E N S H O U L D B E S E C U R E L Y F E N C E D O F F . 2 . A N Y P A V E M E N T D A M A G E D U R I N G C O N S T R U C T I O N S H A L L B E R E P A I R E D O R R E P L A C E D B Y T H E C O N T R A C T O R T O P R E C O N S T R U C T I O N C O N D I T I O N S O R B E T T E R . N O T E S E X I S T I N G G R A D E T Y P I C A L N O N - U T I L I T Y C O N D U I T U N D E R S O I L T R E N C H D E T A I L N O S C A L E DETAIL NOT USED P R O P O S E D P E D E S T R I A N L I G H T P O S T P R O P O S E D 1 1 / 4 " U N D E R G R O U N D P O W E R C O N D U I T P R O P O S E D T E S L A S U P E R C H A R G E R ( T Y P ) P R O P O S E D P O W E R D I S T R I B U T I O N C E N T E R W I T H I N S E R V I C E G E A R (4) PROPOSED 4 " UNDERGROUND P O W E R CONDUITS (TYP ) (SEE NOTE 3)NOTES1. CONDUITS S H A L L B E B U R I E D B E L O W F R O S T L I N E A N D I N C O M P L I A N C E WITH LOCAL A N D N A T I O N A L C O D E R E Q U I R E M E N T S . 2. REFER TO S H E E T E - 3 F O R C O N D U C T O R R E Q U I R E M E N T S W I T H I N C O N D U I T S . 3. REFERENCE S H E E T E - 1 A N D E - 2 F O R A D D I T I O N A L D E T A I L . PROPOSEDTRANSFORMER C A R C H A R G E R C O N D U I T E L E V A T I O N N O S C A L E E P R O P O S E D T E S L A C H A R G I N G S T A T I O N ( T Y P ) D O T T I E D U C T S E A L C O M P O U N D P C 6 1 3 0 ( C A T N O . L H D 1 ) ( T Y P F O R A L L C O N D U I T S F O R S U P E R C H A R G E R S A N D C H A R G E S T A T I O N S ) P R O P O S E D 3 " U N D E R G R O U N D P O W E R C O N D U I T S ( T Y P ) PROPOSED ME T E R (SEE SHEET E-1 F O R METER LOCATI O N ) E R M S P R O P O S E D 3 " U N D E R G R O U N D P O W E R C O N D U I T S ( T Y P ) P R O P O S E D A U T O - T R A N S F O R M E R - E - 7 A - PLANS 1 4 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 E L E C T R I C A L D E T A I L S E - 6 A D E C N O S C A L E N O S C A L E NO SCALE D E T A I L N O T U S E D B N O S C A L E CONDUIT STUB UP DETAIL PROPOSED 3" POWERCONDUIT STUBBED UP8" ABOVE EXISTINGGRADE PROPOSED TESLACHARGING STATIONINTERIOR 4" BOLLARDPROPOSEDCHARGING STATIONCONCRETE FOOTING EXISTING GRADEBOTTOM OF FOOTING PROPOSED TESLACHARGINGSTATION SKIN Ready > 5 0 A Alarm > 9 0 > 1 0 5 l r ( A ) t r @ 6 l r l i ( x I n ) 3 . 2 O R 3 . 3 M i c r o l o g i c t r i r l l 7 0 2 5 0 2 2 5 2 0 0 1 7 5 1 5 0 1 2 5 1 0 0 8 0 . 5 1 6 1 6 1 6 8 4 2 1 1 . 5 1 5 1 2 1 0 8 6 4 3 2 I r l s d A . R E A D Y L E D ( G R E E N ) B . O V E R L O A D P R E - A L A R M L E D ( O R A N G E ) : 9 0 % I r C . O V E R L O A D A L A R M L E D ( R E D ) : 1 0 5 % I r T H E T R I P U N I T ' S I n R A T I N G C O R R E S P O N D S T O T H E M A X I M U M V A L U E O F T H E A D J U S T M E N T R A N G E D . T E S T P O R T E . A D J U S T M E N T D I A L F O R L O N G - T I M E P R O T E C T I O N D E L A Y t r F . A D J U S T M E N T D I A L F O R S H O R T - T I M E P R O T E C T I O N P I C K U P I s d G . A D J U S T M E N T D I A L F O R I N S T A N T A N E O U S P R O T E C T I O N P I C K U P I i H . T R I P C U R V E * * 4 8 0 V A C L - L 1 . 5 2 3 4 6 8 1 0 1 2 1 5 . 5 1 2 4 8 1 6 1 6 1 6 l l ( x l n ) t r @ 6 l r l r ( A ) 3 2 1 1 2 3 l r l s d B R E A K E R S A R E R A T E D F O R 8 0 % M I C R O L O G I C 3 . 2 / 3 . 3 E L E C T R O N I C T R I P U N I T 7 0 8 0 1 0 0 1 2 5 1 5 0 1 7 5 2 0 0 2 2 5 2 5 0 A B C F E G D H Ready > 5 0 A Alarm > 9 0 > 1 0 5 l r ( A ) t r @ 6 l r l i ( x I n ) 3 . 2 O R 3 . 3 M i c r o l o g i c t r i r l l 7 0 2 5 0 2 2 5 2 0 0 1 7 5 1 5 0 1 2 5 1 0 0 8 0 . 5 1 6 1 6 1 6 8 4 2 1 1 . 5 1 5 1 2 1 0 8 6 4 32 I r l s d J J C I R C U I T B R E A K E R M I C R O L O G I C 3 . 2 / 3 . 3 E L E C T R O N I C T R I P U N I T D E T A I L .40X In Ir.5 1 2 4812162024@ 6Ir tr(S)long timealarm1.5 2 2.5 3456810X Ir Isd.1 .2 .3 .4.4.3.2.10I t tsd(S)short timesettingdelayon off22 3 4 68101215offX In IiinstantaneousABCDEFGHJIg.1 .2 .3 .4.4.3.2.10I t tg(S)ground fault on off2 teet 1.0 .90 .80 .70.65.60.50.45 Micrologic 6.0 AI r I sdI i I gI n A ptest / resetmenuN1 23A B C100%40%PQDOMKLIGFECRBNJH THE MICROLOGIC 6.0A T R I P U N I T PROVIDES SELECTIVE A N D GROUND-FAULT PROTE C T I O N FOR EQUIPMENT (³1000 A ) ( L S I G ) AND A BUILT-IN AMMETE R . A. TRIP UNIT NAMEB. ALPHANUMERIC DI S P L A Y C. THREE-PHASE BAR G R A P H D. SCROLL BUTTONE. MENU BUTTONF. LONG-TIME PICKUP ( I r ) SWITCHG. LONG-TIME DELAY ( t r ) SWITCHH. SHORT-TIME PICKU P ( I s d ) SWITCHI. SHORT-TIME DELAY ( t s d ) SWITCHJ. INSTANTANEOUS P I C K U P ( l i ) SWITCHK. GROUND-FAULT PI C K U P ( l g ) SWITCHL. GROUND-FAULT D E L A Y ( t g ) SWITCHM. TEST PLUG RECEP T A C L E N. GROUND FAULTPUSH-TO-TRIP BUTT O N O. OVERLOAD INDICA T O R L I G H T P. RESET BUTTON FORBATTERY STATUS C H E C K AND TRIP INDICATO R L E D Q. SELF-PROTECTOR I N D I C A T O R LIGHTR. GROUND-FAULT IN D I C A T O R LIGHTS. SHORT-TIME ORINSTANTANEOUS TR I P INDICATOR LIGHTT. LONG-TIME TRIP IN D I C A T O R LIGHT 1- S E C T I O N 1 . 4 0 X I n I r . 5 1 2 4 8 1 2 1 6 2 0 2 4 @ 6 I r t r ( S ) l o n g t i m e a l a r m 1 . 5 2 2 . 5 3 4 5 6 8 1 0 X I r I s d . 1 . 2 . 3 . 4 . 4 . 3 . 2 . 1 0 I t t s d ( S ) s h o r t t i m e s e t t i n g d e l a y o n o f f 2 2 3 4 6 8 1 0 1 2 1 5 o f f X I n I i i n s t a n t a n e o u s A B C D E F G H J I g . 1 . 2 . 3 . 4 . 4 . 3 . 2 . 1 0 I t t g ( S ) g r o u n d f a u l t o n o f f 2 t e s t 1 . 0 . 9 0 . 8 0 . 7 0 . 6 5 . 6 0 . 5 0 . 4 5 T S A N O T E S 1 . T H E P L U G S E T T I N G S D E P I C T E D W I T H I N T H I S D E T A I L S H A L L B E U S E D O N A L L R - F R A M E C I R C U I T B R E A K E R S R E G A R D L E S S O F A M P R A T I N G . 2 . T H E S E C I R C U I T B R E A K E R T R I P S E T T I N G S A R E N O T C O O R D I N A T E D W I T H U T I L I T Y T R I P S E T T I N G S . MAIN OCPDMICROLOGIC 6.0A ELECTRONIC TRIP UNIT DETAIL MICROLOGIC 6.0AELECTRONIC TRIP UNIT PANEL D E T A I L N O T U S E D PLANS 1 5 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 A U T O T R A N S F O R M E R D E T A I L S E - 7 A N O S C A L E B N O S C A L E C N O S C A L E D N O S C A L E AUTOTRANSFORMER 24"22.50"20"3.5" 1 9 " 1 6 . 5 0 " 1 3 " 4 x Ø 0.562MOUNTINGHOLEGNXH MANUFACTURER: QUALITY TRANSFORMER AND ELECTRONICS, INC.DESCRIPTION: 160 KVA STAND ALONE AUTOTRANSFORMERS THREE-PHASE, 50/60HZ INPUT = 504 VRMS OUTPUT = 480 VRMS@192 ARMSENCLOSURE: NEMA3R THE LISTED TRANSFORMER IS MARKED UNDER THE F O L L O W I N G L I C E N S E N U M B E R S : CEEN 60076-1 - T72140712EN 61558-1 - T72140712 N R T L T O U L 15 6 1 - C U 7 2 1 4 0 8 3 5 CONNECTION DIAGRAM FOR AUTOTRANSFORMER H3H2H1NNX1X2X3 480Vrms L-L @192.5ArmsPHASE 1OUTPHASE 2OUTPHASE 3OUTNEUTRALOUTGRNDGROUNDGRNDNEUTRALIN PHASE 3IN PHASE 2IN PHASE 1INTO SERVICE GEARFROM QED SWITCHGEAR 504Vrms L-L 3Ø50/60Hz.160KVAAUTOTRANSFORMERNX1 X 2 X 3 H1 H 2 H 3 1. NEUTRAL IS NOT TO BE BONDED TO EQUIPMENT GROUND.NOTEGRNDOUTGRNDINGROUND BONDED TO EQUIPMENT CHASSIS(SEE NOTE 1)(SEE NOTE 1)TO SUPERCHARGER S FROM QED SWITCHGE A R 1 6 0 K V A A U T O T R A N S F O R M E R 2 0 . 5 0 " 6.25" 7 x 5 / 8 - 1 1 x 3 . 5 0 B R A S S T E R M I N A L S T U D S 4 x Ø 0 . 4 0 6 M O U N T I N G H O L E S 2 x Ø 0 . 5 0 0 L I F T I N G H O L E S N X 1 X 2 X 3 H 1 H 2 H 3 2 1 . 5 0 " 17.75" 1 1 " H 3 H 2 H 1 N N X 1 X 2 X 3 4 8 0 V r m s L - L @ 1 9 2 . 5 A r m s 2 . 0 - M E C H A N I C A L 2 . 1 - E S T I M A T E D W E I G H T = 2 0 0 L B S . 2 . 2 - T R A N S F O R M E R S H A L L B E V A C U U M I M P R E G N A T E D I N P R O X Y R E S I N A N D B A K E D A F T E R A S S E M B L Y . 2 . 3 - F I N I S H : 2 . 4 . 1 - A U T O F O R M E R = B L A C K P A I N T . 2 . 4 . 2 - N E N C L O S U R E = A N S I # 6 1 G R A Y P A I N T . 2 . 4 - M A R K I N G : 2 . 4 . 1 - T E R M I N A L D E S I G N A T I O N S I N W H I T E I N K P E R 9 8 5 2 - 8 0 0 . 2 . 4 . 2 - E N C L O S U R E S I L K S C R E E N P E R 9 8 5 2 - 8 5 0 . 3 . 0 - A D D I T I O N A L : 3 . 1 - S U G G E S T E D S O U R C E O F S U P P L Y : Q U A L I T Y T R A N S F O R M E R A N D E L E C T R O N I C S P / N 9 8 5 2 . 3 . 2 - T R A N S F O R M E R S H A L L B E M A N U F A C T U R E D A N D T E S T E D I N A C C O R D A N C E W I T H T U V R H E I N L A N D L I C E N S E N U M B E R U S 7 2 1 4 0 7 1 1 0 2 . 3 . 3 - N R T L L I S T E D T O U L 1 5 6 1 . 1 . 0 - E L E C T R I C A L : 1 . 1 - R A T E D P O W E R = 1 6 0 k V A . 1 . 2 - N U M B E R O F P H A S E S = T H R E E . 1 . 3 - F R E Q U E N C Y = 5 0 / 6 0 H z . 1 . 4 - E L E C T R I C W I T H S T A N D I N G V O L T A G E = 4 . 0 k V r m s . 1 . 5 - S C H E D U L E D I A G R A M : T R A N S F O R M E R A N C H O R A G E D E T A I L P R O P O S E D C O N C R E T E P A D 3 / 8 " H I L T I K W I K B O L T T Z S S 3 0 4 W I T H 2 " E M B E D M E N T ( T Y P ) P R O P O S E D A U T O T R A N S F O R M E R PLANS 1 6 C A D W E L D C O N N E C T I O N D E T A I L P A R A L L E L T H R O U G H C O N N E C T I O N O F H O R I Z O N T A L C A B L E S P A R A L L E L H O R I Z O N T A L C O N D U C T O R S C A D W E L D C O N N E C T I O N S O R E N G I N E E R A P P R O V E D E Q U A L B U R N D Y C O N N E C T I O N S O R E N G I N E E R A P P R O V E D E Q U A L T Y P E P T T O F L A T S T E E L S U R F A C E O R H O R I Z O N T A L P I P E H O R I Z O N T A L S T E E L S U R F A C E T Y P E H S C A B L E D O W N A T 4 5 ° T O V E R T I C A L S T E E L S U R F A C E I N C L U D I N G P I P E V E R T I C A L S T E E L S U R F A C E T Y P E V S F I E L D F A B R I C A T E D G R E E N S T R A N D E D I N S U L A T E D B O N D J U M P E R T Y P E 2 - Y A - 2 T W O H O L E - L O N G B A R R E L L E N G T H C O P P E R L U G S T Y P E Y A - 2 S P L I C E O F H O R I Z O N T A L C A B L E S H O R I Z O N T A L S P L I C E T Y P E S S C A B L E D O W N A T 4 5 ° T O R A N G E O F V E R T I C A L P I P E S V E R T I C A L P I P E T Y P E V S P A R A L L E L D E A D E N D T A P O R H O R I Z O N T A L T H R U C O N D U C T O R T Y P E P C P A R A L L E L H O R I Z O N T A L C O N D U C T O R S T E E O F H O R I Z O N T A L R U N A N D T A P C A B L E S H O R I Z O N T A L T E E T Y P E T A T H R O U G H C A B L E T O T O P O F G R O U N D R O D T H R O U G H C A B L E T O G R O U N D R O D T Y P E G T G R O U N D I N G N O T E S N O T E S 1 . A L L G R O U N D B A R S S H A L L H A V E S T A M P E D I N T O T H E M E T A L " I F S T O L E N D O N O T R E C Y C L E . " 2 . A L L H A R D W A R E S H A L L B E S T A I N L E S S S T E E L 3 / 8 " D I A M E T E R O R L A R G E R . A L L H A R D W A R E 1 8 - 8 S T A I N L E S S S T E E L I N C L U D I N G L O C K W A S H E R S , C O A T A L L S U R F A C E S W I T H A N A N T I - O X I D A N T C O M P O U N D B E F O R E M A T I N G . 3 . F O R G R O U N D B O N D T O S T E E L O N L Y : I N S E R T A C A D M I U M F L A T W A S H E R B E T W E E N L U G A N D S T E E L , C O A T A L L S U R F A C E S W I T H A N A N T I - O X I D A N T C O M P O U N D B E F O R E M A T I N G . 4 . N U T & W A S H E R S H A L L B E P L A C E D O N T H E F R O N T S I D E O F T H E G R O U N D B A R A N D B O L T E D O N T H E B A C K S I D E . I N S T A L L B L A C K H E A T - S H R I N K I N G T U B E , 6 0 0 V O L T I N S U L A T I O N , O N A L L G R O U N D T E R M I N A T I O N S . T H E I N T E N T I S T O W E A T H E R P R O O F T H E C O M P R E S S I O N C O N N E C T I O N . 5 . S U P P L I E D A N D I N S T A L L E D B Y C O N T R A C T O R . 6 . E N S U R E T H E W I R E I N S U L A T I O N T E R M I N A T I O N I S W I T H I N 1 / 8 " O F T H E B A R R E L ( N O S H I N E R S ) . 7 . T E S L A C H A R G E R S H A V E I N T E R N A L H I G H I M P E D A N C E G R O U N D F A U L T P R O T E C T I O N ( 1 0 M Ω ) . 8 . E M C - E L E C T R O M A G N E T I C C O M P A T I B I L I T Y R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 G R O U N D I N G D E T A I L S G - 1 B N O S C A L E A N O S C A L E D N O S C A L E C GROUNDING PLAN C A D W E L D C O N N E C T I O N ( E X O T H E R M I C W E L D ) P R O P O S E D G R O U N D C O N D U C T O R M E C H A N I C A L C O N N E C T I O N G R O U N D I N G L E G E N D G R O U N D R O D B C P R O P O S E D S E R V I C E G R O U N D , S E E D E T A I L C , T H I S S H E E T D P R O P O S E D S U P E R C H A R G E R C A B I N E T G R O U N D F O R E M C , S E E D E T A I L C , T H I S S H E E T A G R O U N D B A R / L U G W I T H I N P R O P O S E D E Q U I P M E N T P O I N T O N P R O P O S E D C O N C R E T E E N C A S E D R E B A R G R I D P O I N T O N P R O P O S E D C O N C R E T E E N C A S E D R E B A R G R I D , S E E D E T A I L C , S H E E T G - 2 E P R O P O S E D 5 / 8 " x 8 ' - 0 " G R O U N D R O D , S E E D E T A I L A , S H E E T G - 2 D(TYP)A(TYP)4321C(TYP)B(TYP)#6 A W G S O L I D C O P P E R GR O U N D I N G E L E C T R O D E CO N D U C T O R CHASSI S M O U N T GROUN D B A R ( T Y P ) PR O P O S E D 3 " UN D E R G R O U N D CO N D U I T S PROPOSEDSWITCHGEARASSEMBLYGRND T E S L A C H A R G I N G P O S T ( T Y P ) NEU FACTORYINSTALLEDGROUND BAR(S)GRND INCOMING MAIN BREAKER /METERINGI-LINE PANEL # 3 A W G C O P P E R E Q U I P M E N T G R O U N D I N G C O N D U C T O R ( V E H I C L E 2 ) # 6 A W G E A R T H G R O U N D C O P P E R G R O U N D I N G E L E C T R O D E C O N D U C T O R F O R E M C ( G R O U N D R O D ) # 1 2 A W G G N D W I T H I N T E S L A C O M M C A B L E # 3 A W G C O P P E R E Q U I P M E N T G R O U N D I N G C O N D U C T O R # 3 A W G C O P P E R E Q U I P M E N T G R O U N D I N G C O N D U C T O R #12 AWG G N D W I T H I N TESLA PR O V I D E D COMM CA B L E ( T Y P ) PROPOSED 3"UNDERGROUNDCONDUIT V E H I C L E C O N N E C T O R ( T Y P O F 2 ) # 3 A W G C A P A B L E C O P P E R E Q U I P M E N T G R O U N D L U G ( C O N T R A C T O R P R O V I D E D L U G ) N O S C A L E GROUNDING SCHEMATIC GROUND LUG TERMINATION DET A I L PRO P O S E D T E S L A SUP E R C H A R G E R (TYP ) PROPOSED 5/8"x8'-0"GROUND ROD (1 PER 2SUPERCHARGER CABIN E T S ) #3 AWG COPPEREQUIPMENT GROUNDINGCONDUCTOR (VEHICLE 1)#6 AWG COPPER EQUIPMENTGROUND LUG (CONTRACTORPROVIDED LUG)#6 AWG AC COPPEREQUIPMENT GROUNDINGCONDUCTOR#4 AWG COPPER EQUIPMENTGROUNDING CONDUCTOR #4 SOLID AWG GROUNDING ELECTRODECONDUCTOR PER NEC 250.52(A)(3)GROUNDING ELECTRODECONCRETE ENCASED REBAR GRIDPER NEC 250.52(A)(3)(1) OR (2)CG-2 #6 SOLID AWG GROUNDINGELECTRODE CONDUCTORPER NEC 250.66 (A)GROUNDING ELECTRODE 5/8"X8'-0" COPPERCLAD GROUND ROD INSTALLATION PERNEC 250.62, 250.64 AND 250.68 MANUFACTURER-PROVIDEDMECHANICAL EQUIPMENTBOND PER NEC 250.90 5NEUGRNDPROPOSED 3"UNDERGROUNDCONDUIT E(TYP)PLANS 1 7 SUPERCHARGER GROUNDING DETAIL PROPOSEDSUPERCHARGER CABINET#6 AWG GROUNDINGCONDUCTOR FROMSUPERCHARGERCABINET TO THEPROPOSED GROUNDROD - EMC12" MIN(1) PROPOSED 3"CONDUIT FROMPROPOSED SERVICESSWITCHGEAR5/8" DIA. x 96.0"COPPER CLADGROUND ROD GRADE(2) PROPOSED 3"CONDUIT TO PROPOSEDCHARGING POSTS PROPOSEDSUPERCHARGER CABINET#6 AWG GROUNDINGCONDUCTOR FROMSUPERCHARGERCABINET TO THEPROPOSED GROUNDROD - EMC12" MIN(1) PROPOSED 3"CONDUIT FROMPROPOSED SERVICESSWITCHGEAR5/8" DIA. x 96.0"COPPER CLADGROUND ROD GRADE(2) PROPOSED 3"CONDUIT TO PROPOSEDCHARGING POSTSSUPERCHARGER GROUNDING DETAILE X T E R I O R T W O H O L E L U G D E T A I L S/S NUTS/S LOCKWASHERS/S FLATWASHER 3/8" DIA. x1 1/2" B L A C K H E A T S H R I N K U V R A T E D T I N N E D C O P P E R G R O U N D B A R S / S B O L T ( 1 O F 2 ) S / S F L A T W A S H E R EXTERNAL TOOTH E D 1/16" MINIMUM SP A C I N G CLOSED BARREL, F O R A L L EXTERIOR TWO-HO L E CONNECTORS C L E A R H E A T S H R I N K C O N D U C T O R I N S U L A T I O N T O B U T T U P A G A I N S T T H E C O N N E C T O R B A R R E L R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 G R O U N D I N G D E T A I L S G - 2 ANO SCALE B N O S C A L E C N O S C A L E DNO SCALE E N O S C A L E F N O S C A L E D E T A I L N O T U S E D DETAIL NOT USED D E T A I L N O T U S E D S E E P L A N P R O P O S E D C O N C R E T E P R O P O S E D C O M P A C T E D C L E A N G R A V E L U F E R G R O U N D I N G D E T A I L G R A D E N O T E 1 . R E B A R B O N D E D T O G E T H E R W I T H S T E E L T I E W I R E S O R E X O T H E R M I C W E L D I N G P R O P O S E D C O N C R E T E P A D I N D I R E C T C O N T A C T W I T H E A R T H L I S T E D C O N N E C T I O N N O N - M E T A L L I C P R O T E C T I V E S L E E V E # 4 A W G G R O U N D I N G E L E C T R O D E C O N D U C T O R S E E N O T E 1 PLANS 1 8 H E A V Y D U T Y N U T P R O P O S E D C O N C R E T E S L A B P R O P O S E D 5 / 8 " H I L T I K W I K B O L T T Z S T A I N L E S S S T E E L A N C H O R S 3 1 / 8 " E F F E C T I V E E M B E D M E N T M I N . ( E S R # 1 9 1 7 ) P R O P O S E D S W I T C H G E A R A S S E M B L Y C A B I N E T Q E D S W I T C H G E A R M O U N T I N G D E T A I L B O T T O M V I E W S E C T I O N 1 SEE NOTE 1 S E E N O T E 1 N O T E S 1 . S E E F L O O R P L A N I N D E T A I L A , S H E E T E - 4 F O R M O U N T I N G H O L E L O C A T I O N A N D S W I T C H G E A R B A Y D I M E N S I O N S . 2 . S E E E L E V A T I O N I N D E T A I L A , S H E E T E - 4 F O R B A S E C H A N N E L D I M E N S I O N . 3 . M I N I M U M 6 " C O N C R E T E E D G E D I S T A N C E R E Q U I R E D F O R P R O P O S E D A N C H O R A G E . T Y P I C A L B O T T O M V I E W L A Y O U T O F ( 1 ) Q E D S W I T C H G E A R B A Y . S E E N O T E 1 1 - B E L L E V I L L E W A S H E R 3 / 4 " D I A . M O U N T I N G H O L E S O F F S E T 3 " F R O M S I D E S ( T Y P ) 2 . 9 4 " SEE NOTE 2 B A S E C H A N N E L F R O N T O F Q E D S W I T C H G E A R B A Y R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 S T R U C T U R A L D E T A I L S S - 1 N O S C A L E NO SCALE N O S C A L E N O S C A L E NO SCALE ANO SCALE B N O S C A L E C N O S C A L E DNO SCALE E N O S C A L E F N O S C A L E NO SCALE SEE PLAN#4 BARS @ 12"O.C. EACH WAY8"PROPOSEDCONCRETEPROPOSED COMPACTEDCLEAN GRAVEL SUBGRADE (95%STANDARD PROCTOR)CONCRETE PAD DETAIL GRADE 4" MIN16"ILLUMINAT E D C H A R G I N G S T A T I O N F O O T I N G D E T A I L 3 ' - 6 " 1'-9" P L A N E-CONCRE T E FOOTING N O T E S : 1 . C O N T R A C T O R T O P I C K C A S T I N P L A C E O R E P O X Y M E T H O D B A S E D O N F I E L D M E A S U R E M E N T S A N D J U R I S D I C T I O N A L R E Q U I R E M E N T S . ( 4 ) 5 / 8 " D I A M E T E R T H R E A D E D R O D S T A I N L E S S S T E E L O R H O T D I P P E D G A L V A N I Z E D , 4 " M I N I M U M E F F E C T I V E E M B E D M E N T , 2 " M I N I M U M E X P O S E D A B O V E C O N C R E T E C A S T I N P L A C E M E T H O D : A S T M F 1 5 5 4 , G R . 3 6 H D G O R E N G I N E E R I N G A P P R O V E D E Q U A L A N C H O R S U S I N G T E S L A - P R O V I D E D J I G E P O X Y M E T H O D : A S T M F 5 9 3 S S O R E N G I N E E R I N G A P P R O V E D E Q U A L A N C H O R S S E T W I T H R E D H E A D E P C O N C 6 + E P O X Y I N D R I L L E D H O L E S L O C A T E D U S I N G T E S L A - P R O V I D E D J I G 2 . F A S T E N E R S : ( 2 ) T O T A L 5 / 8 " N U T S A N D ( 2 ) T O T A L 5 / 8 " W A S H E R S P E R A N C H O R N U T A N D W A S H E R M A T E R I A L T Y P E T O M A T C H A N C H O R M A T E R I A L ( 2 ) 5 / 8 " N U T A N D W A S H E R A B O V E B O L L A R D F L A N G E , ( 1 ) B E L O W P R O P O S E D O R E X I S T I N G C U R B G R A D E G R A D E C O N D U I T S T U B ( C E N T E R B A R S M A Y B E C U T F O R C O N D U I T P E N E T R A T I O N ) C A R S I D E E X P A N S I O N J O I N T 2'-6"3" MIN C O N C R E T E F O O T I N G 2 ' - 0 " H O O K 1 8 0 ° S T D . H O O K ( T Y P ) 3" MIN # 5 @ M A X 1 0 " O . C . E A C H W A Y T O P A N D B O T T O M ( T Y P ) 3" MIN P R O P O S E D C H A R G I N G S T A T I O N A N C H O R ( S E E N O T E S A B O V E ) 3 " M I N 3 " M I N 3" MIN 6" P R O P O S E D 6 " C O M P A C T E D C L E A N G R A V E L 3000 PSIMINIMUMCONCRETERUBBED FINISHABOVE GRADE GALVANIZEDSTEEL ANCHORBOLTS (SUPPLIEDBY POLEMANUFACTURER)1" CHAMFER3"SECTIONPEDESTRIAN LIGHT POLE BASE DETAIL BOLT PROJECTION PERMFG REQUIREMENTS3"REBAR TIES@2" O.C., TOP(TYP OF 3)1 1/4" SCHEDULE 40 PVC IN &OUT OF BASES#4 BARE COPPER GROUND WIRE FROM GROUNDROD STUBBED UP THROUGH BASE 18"BOND #4 COPPERGROUND WIRE TOREBAR#3 HOOPS @ 12" O.C.6"3"MIN GRADE1'-8"1'-8"DRILLED PIER 8 #6 4'-6"STUB UP PVC1/2" INTO HOLE CADWELDCONNECTION B O L T D O W N D E T A I L 4.72" [120mm] 3 " [ 7 5 m m ] 3 . 7 5 " [ 9 5 m m ] 1 ' - 8 " [ 5 1 0 m m ] 5 . 5 " - 6 " 14 0 m m - 1 5 2 m m C A P U N I T A D H E R E S T O T O P U N I T W / V E R S A - L O K C O N C R E T E A D H E S I V E V E R S A - L O K S Q U A R E F O O T M O D U L A R C O N C R E T E U N I T I M P E R V I O U S F I L L 1 2 " D E E P 1 2 " T H I C K M I N . D R A I N A G E A G G R E G A T E 4 " D I A . D R A I N P I P E O U T L E T @ E N D O F W A L L O R @ 4 0 ' C E N T E R S M A X I M P E R V I O U S F I L L U N D I S T U R B E D S O I L G R A N U L A R L E V E L I N G P A D M I N . 6 " T H I C K U N R E I N F O R C E D R E T A I N I N G W A L L S E C T I O N 3'-0" MAX 1 . D E S I G N D E T A I L S H A L L B E F I N I S H E D B Y V E R S A - L O K R E T A I N I N G W A L L M A N U F A C T U R E . C O N T R A C T O R S H A L L V E R I F Y R E T A I N I N G W A L L D E S I G N P R I O R C O N S T R U C T I O N . N O T E PLANS 1 9 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 S T R U C T U R A L D E T A I L S S - 2 N O S C A L E NO SCALE N O S C A L E N O S C A L E ANO SCALE B N O S C A L E C N O S C A L E E N O S C A L E F N O S C A L E D E T A I L N O T U S E D NO SCALEDNO SCALE D E T A I L N O T U S E D DETAIL NOT USED 20 5/8" 6"5 1/6"1.30"2.30"9 1/2"(TYP)(TYP)(TYP)RUBBER CURB STOP DETAIL 4"6'-0" RUBBER PARKING BUMPER 8 1/2"4" X 8 1/2" PAINTED PARALLELOGRAMSELEVATED BY 3/16" (TYP BOTH SIDES)BLACK AREA 5/8" DIA. FOUR COUNTERBORED MOUNTINGHOLES 1 3/8" CBORE, 3/4" DEEPNOTES:1. MATERIAL: COMPRESSION MOLDED RUBBER COMPOSITE2. NOMINAL DIMENSIONS 72"L x 6"W x 4"H3. NOMINAL WEIGHT: 34 LBS.4. COLOR: BLACK WITH REFLECTIVE YELLOW, BLUE, OR WHITE STRIPES D E T A I L N O T U S E D D E T A I L N O T U S E D PLANS 2 0 R E V D E S C R I P T I O N D A T E C H E C K E D B Y : D R A W N B Y : P R O J E C T N O : I T I S A V I O L A T I O N O F L A W F O R A N Y P E R S O N , U N L E S S T H E Y A R E A C T I N G U N D E R T H E D I R E C T I O N O F A L I C E N S E D P R O F E S S I O N A L E N G I N E E R , T O A L T E R T H I S D O C U M E N T . S H E E T N U M B E R S H E E T T I T L E 3 5 0 0 D E E R C R E E K R D P A L O A L T O , C A 9 4 3 0 4 ( 6 5 0 ) 6 8 1 - 5 0 0 0 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 M O T O R S , I N C . 1 9 2 7 4 5 V R S C N S A 0 6 / 0 2 / 1 7 I S S U E D F O R 5 0 % R E V I E W B 0 6 / 1 5 / 1 7 I S S U E D F O R R E V I E W C 0 7 / 2 1 / 1 7 R E I S S U E D F O R R E V I E W D 0 9 / 0 1 / 1 7 R E I S S U E D F O R R E V I E W T X 0 2 8 _ S O U T H L A K E S O U T H L A K E 2 6 1 N . C A R R O L L A V E S O U T H L A K E , T X 7 6 0 9 2 R B L A C K & V E A T C H 6 8 0 0 W 1 1 5 t h S t , S u i t e 2 2 9 2 O V E R L A N D P A R K , K S 6 6 2 1 1 ( 9 1 3 ) 4 5 8 - 2 0 0 0 C A S E # Z A 1 7 - 0 5 2 L A N D S C A P I N G P L A N L S - 1 N O S C A L E L A N D S C A P I N G P L A N P L A N T S C H E D U L E CODE B O T A N I C A L N A M E C O M M O N N A M E Q T Y S I Z E ( A T C O N S T R U C T I O N ) S P A C I N G S P E C I F I C A T I O N S ( A T F U L L S I Z E ) TREES C H I N E S E P I S T A C H SHRUBS 8 4 1 . A L L P L A N T S S H A L L B E W A T E R E D T H O R O U G H L Y T W I C E D U R I N G T H E F I R S T 2 4 H O U R P E R I O D A F T E R P L A N T I N G . A L L P L A N T S S H A L L T H E N B E W A T E R E D W E E K L Y , A N D M O R E F R E Q U E N T L Y D U R I N G T I M E S O F E X T R E M E H E A T , F O R T H E D U R A T I O N O F T H E F I R S T G R O W I N G S E A S O N . D W A R F B U R F O R D H O L L Y SHRUB PLANTING DETAIL SHRUB PLANTING NOTESFINISHED GRADE THOROUGHLY MIX INPLANTING SOIL MIXTUREAMENDMENTS TO A DEPTHOF 8" THROUGH OUT BED 1. PLANT SO THAT TOP OF ROOT BALLIS 1" ABOVE FINISHED GRADE.2. SCARIFY SIDES AND BOTTOM OFPIT.3. BACKFILL WITH SPECIFIEDPLANTING SOIL MIXTURE, HANDTAMPED TO REMOVE VOIDS. WATERUNTIL NO MORE WATER ISABSORBED.2 TIMESROOT BALL DIAMETER MULCH TO A DEPTH OF3" (KEEP MULCH 4"AWAY FROM BASE OFPLANT)MIN 45° SLOPE ONSIDES OF SHRUB PIT COMPACT SUBSOIL TOFORM 6" PEDESTAL TOPREVENT SETTLING BREAK-UP ENCIRCLING ROOTSFROM CONTAINER STOCK ORREMOVE TOP 13 OF BURLAPFROM B&B STOCK G E N E R A L N O T E PROPOSED SHRUB(TYP OF 84) E X I S T I N G L I G H T P O L E 2 T R E E P L A N T I N G D E T A I L R O O T B A L L D I A M E T E R 3 T I M E S ROPES AT TOP OF ROO T B A L L S H A L L BE CUT, REMOVE TOP 1 3 O F B U R L A P . ALL NON-BIODEGRADA B L E M A T E R I A L SHALL BE COMPLETEL Y R E M O V E D MIN 45° SLOPEON SIDES OFTREE PIT COMPACT SUBSOIL TO F O R M 6 " PEDESTAL TO PREVEN T S E T T L I N G B A C K F I L L W I T H E X I S T I N G S O I L ( I N S O M E I N S T A N C E S L A W N W I L L B E P L A N T E D O V E R T H I S A R E A ) M U L C H T O A D E P T H O F 3 " ( K E E P M U L C H 6 " A W A Y F R O M T R E E T R U N K ) FINISHED GRADEPROPOSED CHINESEPISTACH (TYP OF 2) A S S H O W N A S S H O W N 2 0 F T T A L L , 1 5 F T W I D E 5 F T T A L L , 6 F T W I D E 3 . 2 5 G A L L O N 3 G A L L O N P I S T A C I A C H I N E N S I S I L E X C O R N U T A 4'-0" O.C.(TYP)5'-0" O.C.(TYP)6'-3" O.C.(TYP)9'-0" O.C.1'-6" O.C.(TYP)3'-0" O.C.(TYP)12'-0" O.C.(TYP)PLANS 2 1