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Item 9 - 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 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 PLANS 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 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 T I T L E S H E E T & P R O J E C T D A T A T - 1 S O U T H L A K E T X 0 2 8 _ 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 Z O N I N G I N F O R M A T I O N P E R M I T T I N G J U R I S D I C T I O N : C I T Y O F S O U T H L A K E Z O N I N G C L A S S : D 1 SUPER C H A R G I N G S T A T I O N E N G I N E E R O F R E C O R D C A L L B E F O R E Y O U D I G L O C A T I O N M A P AREA MAP SITE INFORMATIONAPPLICABLE CODES P R O J E C T D E S C R I P T I O N D O N O T S C A L E D R A W I N G S CONTRACTOR NOTE Z O N I N G I N F O R M A T I O N FLOOD HAZARD AREA NOTE D R A W I N G I N D E X S H E E T N O : S H E E T T I T L E F O R R E F E R E N C E O N L Y E Q U I P M E N T D E T A I L S A - 6 F E N C E D E T A I L S A - 8 E L E C T R I C A L D E T A I L S E - 5 x I N S T A L L ( 5 ) T E S L A S U P E R C H A R G E R C A B I N E T S x I N S T A L L ( 1 0 ) T E S L A C H A R G I N G S T A T I O N S x I N S T A L L ( 1 ) Q E D S W I T C H G E A R A S S E M B L Y x I N S T A L L ( 1 ) U T I L I T Y T R A N S F O R M E R x I N S T A L L ( 1 ) 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 ( S ) x I N S T A L L ( 5 ) A U T O - T R A N S F O R M E R ( S ) A - 7 ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES:2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL FIRE CODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL MECHANICAL CODE2015 NATIONAL ELECTRICAL CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE2015 INTERNATIONAL RESIDENTIAL CODEIN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALLPREVAIL U N D E R G R O U N D S E R V I C E A L E R T U T I L I T Y N O T I F I C A T I O N C E N T E R O F T E X A S 8 1 1 O R 1 - 8 0 0 - 6 6 9 - 8 3 4 4 3 W O R K I N G D A Y S U T I L I T Y N O T I F I C A T I O N P R I O R T O C O N S T R U C T I O N N O E L H E R R E R A P E # 1 0 9 1 6 4 B L A C K & V E A T C H C O R P O R A T I O N C T I T L E S H E E T & P R O J E C T D A T A G E N E R A L N O T E S 1 G N - 1 G E N E R A L N O T E S 2 G N - 2 O V E R A L L S I T E P L A N A - 1 D E M O L I T I O N S I T E P L A N A - 2 E L E C T R I C A L D E T A I L S E - 1 E L E C T R I C A L D E T A I L S E - 2 G R O U N D I N G D E T A I L S G - 1 G R O U N D I N G D E T A I L S G - 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 - 3 S T R U C T U R A L D E T A I L S S - 1 P R O P O S E D S I T E P L A N A - 4 E L E C T R I C A L D E T A I L S E - 3 E - 4 E L E C T R I C A L P L A N S I T E E L E V A T I O N S A - 5 S I G N A G E D E T A I L S G E N E R A L N O T E S 3 G N - 3 E - 6 U T I L I T Y P L A N CONTRACTOR SHALL COMPLETE INSTALL PERTHE SIGNED AND SEALED SET OF DRAWINGS.ANY NECESSARY DEVIATIONS FROM THEDRAWINGS MUST BE SUBMITTED THROUGH ANRFI REQUEST PROCESS WITH ENGINEERINGFOR AN APPROVAL PRIOR TO CONTRACTORPROCEEDING WITH A DEVIATION OF THESIGNED AND SEALED SET OF DRAWINGS. T - 1 C O N T R A C T O R S H A L L V E R I F Y A L L P L A N S , E X I S T I N G D I M E N S I O N S & C O N D I T I O N S O N T H E J O B S I T E & S H A L L I M M E D I A T E L Y N O T I F Y T H E E N G I N E E R I N W R I T I N G O F A N Y D I S C R E P A N C I E S B E F O R E P R O C E E D I N G W I T H T H E W O R K . THIS SITE IS LOCATED IN FLOOD ZONE "X".NO BASE FLOOD ELEVATION.AREA DETERMINED TO BE OUTSIDE 500-YEARFLOOD PLAIN.POWER COMPANY:ONCOR SOUTHLAKECONTACT: RICHARD HILDEBRAND(817) 355-7056COUNTY:TARRANTLATITUDE (NAD83):ƒ 1ƒLONGITUDE (NAD83):ƒ :ƒPROPERTY OWNER:JASON N. KASALRPAI SOUTHWEST MANAGEMENT LLC(972) 801-6019KASAL@RPAI.COMEQUIPMENT SUPPLIER:TESLA MOTORS, INC.3500 DEER CREEK RDPALO ALTO, CA 94304(650) 681-5000CONTACT ENGINEER:RUSSELL POLLOM(913) 458-6274POLLOMRE@BV.COM EXISTING SITE ADDRESS:1560 E. SOUTHLAKE BLVDSOUTHLAKE, TX 76092 PROPOSED TESLA EV SITE ADDRESS:261 N. CARROLL AVESOUTHLAKE, TX 76092SITE S I T E P R O P E R T Y S U R V E Y G R A D I N G P L A N A - 9 L A N D S C A P E P L A N L S - 1 C C C C C C C C C C C C C C C C C C C C C C A U T O T R A N S F O R M E R D E T A I L S E - 7 C PLANS 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 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 PLANS 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 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 APPROXIMATELY1465 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) R E L O C A T E E X I S T I N G L A N D S C A P E ( T Y P ) PLANS 4 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 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 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 ) 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 R E L O C A T E D E X I S T I N G L A N D S C A P E - L S - 1 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 ) PROPOSEDSHRUBS (TYP)-LS-1PROPOSEDUTILITY METER 3 ' - 0 " PLANS 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 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 T R E X S E C L U S I O N C O M P O S I T E F E N C E 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 PROPOSEDFENCE POST (TYP) 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 " 1 7 ' - 1 1 " 9 " ( T Y P ) 15'-6" 14'-0"9" (TYP) P R O P O S E D S I N G L E G A T E C A - 8 4'-2" (TYP) 5"6"BA-5 BA-510" 2 " ( T Y P ) 3'-3"(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 E - 5 1 ' - 3 " 1 0 " ( T Y P ) 1 ' - 4 " ( T Y P ) 1 1 " ( T Y P ) 7" 6" (TYP) 1'-1" (TYP) PLANS 6 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 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 PEDESTRIANLIGHT POLE AND FIXTURE EA-7 DS-2 R E L O C A T E D E X I S T I N G B U S H ( T Y P ) EXISTINGGRADE PROPOSED TREXSECLUSIONCOMPOSITE FENCE 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 BA- 7 5 PROPOSED TREX SECLUSIONCOMPOSITE FENCEPROPOSED 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 8'-0" 5 A 5 B -A-9 FS-1 EXISTINGBUSH (TYP)PROPOSEDBUSH (TYP) - L S - 1 -LS-1PROPOSEDUTILITY METERPROPOSEDAUTOTRANSFORMER(TYP OF 5)EE-5PLANS 7 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 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" D E T A I L N O T U S E 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 SCALEPLANS 8 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) ‘PE 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 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 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 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 N O S C A L E N O S C A L E NO SCALEC N O S C A L E B E N O S C A L E D A 1 1 TYPICAL TREX F E N C E E L E V A T I O N 8'-0"1'-6" DIAMETERCONCRETEFOOTING (TYP)GRADE6"(TYP) 1 ' - 6 " ( T Y P ) 8'-0"MAX 5'-0"(TYP)TREX FENCE ELEVATION 4" MIN S E C T I O N 1 - 1 ( 5 ) # 5 R E B A R E Q U A L L Y S P A C E D 3 " C O V E R # 3 R E B A R H O O P S ( 3 ) # 3 R E B A R H O O P S @ 2 " S P A C I N G # 3 R E B A R H O O P S @ 1 2 " M A X . S P A C I N G TREX SECLUSION COMPOSITE FENCE(SUPPLIED BY CONTRACTOR) 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 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) 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 T R E X F E N C E P O S T T R E X F E N C E P O S T ( T Y P ) 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 T R E X G A T E ( T Y P ) T R E X F E N C E P O S T ( T Y P ) T R E X G A T E ( T Y P ) S I N G L E G A T E L O C K D E T A I L 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 T R E X G A T E ( T Y P ) T R E X F E N C E P O S T ( T Y P ) NOTES:1. COLOR:2. PICK TREX SECLUSION COMPOSITE FENCE THAT MEETS THESEREQUIREMENTS. WIND SPEED =SINGLE GATE DETAIL S I N G L E G A T E D E T A I L E - TREX SECLUSION COMPOSITE FENCE(SUPPLIED BY CONTRACTOR)D-TYPICAL TREX FENCE DETAIL 3'-6" MIN. S T E E L T U B E I N S E R T ( T Y P ) B Y O T H E R S T R E X S E C L U S I O N C O M P O S I T E F E N C E ( S U P P L I E D B Y C O N T R A C T O R ) T R E X F E N C E P O S T ( T Y P ) B Y O T H E R S STEEL TUBEINSERT (TYP)BY OTHERS TREX FENCEPOST (TYP)      ‘  & 2 1 & 5 ( 7 ( F O O T I N G M A X G U A R D P A N I C B A R MAX GUAR D PANIC BAR 4 6 . 2 5 " I D E A L 46.25"IDEAL "XXXX"XX MPH, SEISMIC: SDS = XXG, CATEGORY X.PLANS 1 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 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.649.75'TOW EL.650.0' T O W E L . 6 5 0 . 5 ' F F E L . 6 4 9 . 7 5 ' 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 TREX E N C L O 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 ) PLANS 1 1 PROPOSED XXXKVAUTILITY TRANSFORMER480/277V, 3ɐ, 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 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 DESIGN3$&.$*( 8'3 3529,'(':,7+7+(³,668(')25&216758&7,21´'5$:,1*6FOR 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 UTILITY63(&,),&$7,21$'',7,21$/%2//$5'3527(&7,210$<%(5(48,5('$77+(DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL.UTILITY SERVICE LATERAL LENGTHSUTILITYTRANSFORMERTO SERVICEEQUIPMENT LINEARLENGTH (FT)*ESTIMATEDLENGTH (FT)*022TOTAL LENGTH OF Cu WIREPER CONDUIT =88NUMBER OF WIRE FILLED CONDUITS 3TOTAL LENGTH OF Cu WIRE =264(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 X X X X X X 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 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 N CARROL L A V E PLANS 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 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.4. CONTRACTOR TO STUB UP 6" AND CAP OFF.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 PROPOSEDSUPERCHARGERS(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 - 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 8 8 3 1 1 A 1 B 2 A 2 B 2 3 4 3 A 3 B 4 A 4 B A C S U P E R C H A R G E R L E N G T H S S E R V I C E E Q U I P M E N T S U P E R C H A R G E R 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 ) * * C I R C U I T 2 I - L I N E P A N E L 1 1 2 7 C I R C U I T 3 I - L I N E P A N E L 9 2 5 C I R C U I T 4 I - L I N E P A N E L 6 2 2 C I R C U I T 5 I - L I N E P A N E L 4 2 0 C I R C U I T 6 I - L I N E P A N E L 6 2 2 T O T A L L E N G T H O F A C C u W I R E = 3 7 6 T O T A L L E N G T H O F G N D C u W I R E = 9 4 1 2 3 4 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. ( 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 A C 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 * * T O T A L L E N G T H G N D 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 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 - 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 5 1 B 3 B 2 A 2 B 3 A 4 A 4 B 5 A 5 B PROPOSEDUTILITY METERPLANS 1 3 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 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" MIN6"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 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 P L A N E-CONCRE T E FOOTING 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    ƒ  6 7 '  H O O K ( T Y P ) 3" MIN#5 @ M A X 1 0 " O . C . EACH W A Y T O P A N D BOTTO M ( T Y P ) 3" MIN N O T E S : 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 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 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 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 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 ) TREESSHRUBS 2 7 GROUND COV E R OTHER 1. ALL PLANTS 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 PERIOD AFTER 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 FREQUENTLY 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 GROWING SEAS O N . B O X U S G R E E N V E L V E T G R E E N V E L V E T B O X W O O D A S S H O W N 3 - 4 F T T A L L , 3 - 4 F T W I D E 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)0,1ƒ6/23(21SIDES OF SHRUB PIT COMPACT SUBSOIL TOFORM 6" PEDESTAL TOPREVENT SETTLING BREAK-UP ENCIRCLING ROOTSFROM CONTAINER STOCK ORREMOVE TOP 13 OF BURLAPFROM B&B STOCK GENERAL NOTE R E L O C A T E D E X I S T I N G B U S H ( T Y P ) EXISTINGBUSH (TYP)4'-0" O.C.(TYP)5'-0" O.C.(TYP)3'-0"(TYP)3'-0"(TYP)1'-6"(TYP) 3 G A L PROPOSED SHRUB(TYP OF 27)3'-0"1'-6"(TYP) E X I S T I N G L I G H T P O L E 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 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 PEDESTRIANLIGHT POLE AND FIXTURE EA-7 DS-2 R E L O C A T E D E X I S T I N G B U S H ( T Y P ) EXISTINGGRADE PROPOSED TREXSECLUSIONCOMPOSITE FENCE 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 BA- 7 5 PROPOSED TREX SECLUSIONCOMPOSITE FENCEPROPOSED 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 8'-0" 5 A 5 B -A-9 FS-1 EXISTINGBUSH (TYP)PROPOSEDBUSH (TYP) - L S - 1 -LS-1PROPOSEDUTILITY METERPROPOSEDAUTOTRANSFORMER(TYP OF 5)EE-5PLANS 1 6 PLANS 17 PLANS 18 PLANS 1 9 Suarez。 Christina 書「om: Sent: 丁o: Cc: SuPject: Schuitz, Curtis R. Monday,川y 24, 2017 9:49 AM Broek, Ashley Suarez, Christina RE: TXO28 Southlake Revised CD90 Request The Tesla charging stations are protected with 2 bolt down steel bo=ards Iocated on both sides ofthe station,丁he Chargepost is only energized when a vehicIe is connected/charging言fthere is an instance of the post being damaged it W用beTesla’s expense to repiace it, 義.トASIヒ軸と嶋ミ PER ANC物〔 ANcHOR舶, 干しANG∈, (1: PROPOSED Cm STATION ANCH 〈SEE NOTES A言 継5@MAX lO’’C EACH WAY TOP AND BO丁丁OM (叩P) CONDU BARS h CONDU 調理PE 18○○ 3●・細N HOOl PRO TYPI Poし- 1NSU PRO CO帥 ′ヽl 〃輸 Cu面s Schultz I Civil Enginee「 , Telecommunications Division BIack & Veatch Co「poration音68OO W. 115th st., Suite 2292, Overland Park, KS 66211 PI913-458-4574 EI SchuItzCR@BV.com Bui看ding a World of D描erence.⑪Ex嶋lらし丁 純金s㊧醐轟彊涌箆鮒V繭綱暁子。γ合印璃轟鴫哩e醗満                    堂5 PleきseふてOte t塙t亡h釣-1わ「服洋~0}1調d拙く証me両も。「軸ミe「棚晶まで上部飢d(〕d fo「琉e exc恒s!VeしlSe `証彊add- ̄eSSee and m裏y 。O血…「 C〇両de皿al o「画vlleged 証0口調a宜0!1 1亘0し握手e九〇t血e亜e!1ded )でC甲やn高来asビdo鳥0汗〇年硯r勾c〇千,y O準用頂油e職ess3ge 〇両与奪は組子腫1entS,州ot中州e aと油eさもove acld【でSS, dIld d証でe亡hしS mぐSS鳴eこ硝売れ〉′.拒三周1me頂き世話く)’0温 じA三宮葦Z叩一〇う之 PLANS 20 Tesla Charging Stations PLANS 21 SITE NUMBER: TX028_SOUTHLAKE SITE NAME: SOUTHLAKE CASE NUMBER: ZA17-052 SITE ADDRESS: 1240 MAIN STREET SOUTHLAKE, TX 76092 DATE 07/18/17 APPLICANT: TESLA MOTORS INC. CONTACT: RUSSELL POLLOM BLACK & VEATCH (913) 458-6274 1 PROPOSED CHARGING STATION SITE LOCATION BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000 The included Photographic Simulation(s) are intended as visual representations only and should not be used for construction purposes. The materials represented within the included Photographic Simulation(s) are subject to change. VIEW 1 VIEW 2 VIEW 3 VIEW 4 2 PROPOSED TESLA CHARGING STATIONS BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000 PROPOSED TRANSFORMER PROPOSED WALL 3 EXISTING BOXWOOD SHRUBS TO BE RELOCATED/REPLACED BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000 PROPOSED TESLA CHARGING STATION PROPOSED TESLA LIGHT FIXTURE 4 PROPOSED TESLA CHARGING STATIONS BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000 PROPOSED TESLA LIGHT FIXTURE PROPOSED TESLA EQUIPMENT ENCLOSURE 5 PROPOSED TESLA CHARGING STATIONS BLACK & VEATCH CORPORATION – 6800 115TH STREET SUITE 2292- OVERLAND PARK, KS 66211 – 913-458-2000 PROPOSED TESLA EQUIPMENT ENCLOSURE