09 SP-2019-0107C(XT2) - Cameron Retail; District 1 - Staff Report Part 2 — original pdf

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*EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B - BY OTHERS) (CURRENTLY UNDER REVIEW) OFFSITE 1 58.22 AC. EXISTING BASIN 1 1.31 AC. T OFFSITE 2 0.04 AC. SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 14 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. I C L L G N I R E E N G N E L I V I C N O S I M A J L I A T E R N O R E M A C I G N T S X E I : t o h s p a n S I I g w d . E G A N A R D E T S F F O S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F . o N b o J E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I P A M E G A N A R D D N O P G N T S X E I I G P D : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : ) . t r e V ( l e a c S ' 0 2 = " 1 : ) . r o H l ( e a c S D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A : 1 : 2 : 3 : 4 i n o s v e R i i n o s v e R i i n o s v e R i i n o s v e R i SHEET of 14 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 11 of 20 *EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B - BY OTHERS) (CURRENTLY UNDER REVIEW) OFFSITE 1 58.22 AC. BASIN 1 0.98 AC. ONE STORY RETAIL=8,400 s.f. RESTAURANT=1,600 s.f. 60' MAX. HT. SLAB ON GRADE FFE=663.0 BYPASS 1 0.33 AC. T OFFSITE 2 0.04 AC. *FLOOD PLAIN DELINEATION PER APPROVED FLOOD PLAIN STUDY FOR EAST RUNDBERG LANE EXTENSION - INFRASTRUCTURE IMPROVEMENTS (C8-2018-0115.1B) D D DETENTION POND D N O P . D E S FILT. POND BYPASS 1 0.33 AC. SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 15 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. I C L L G N I R E E N G N E L I V I C N O S I M A J L I A T E R N O R E M A C D E P O L E V E D : t o h s p a n S I I g w d . E G A N A R D E T S F F O S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F . o N b o J E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A I P A M E G A N A R D D N O P D E P O L E V E D G P D : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : ) . t r e V ( l e a c S ' 0 2 = " 1 : ) . r o H l ( e a c S : 1 : 2 : 3 : 4 i n o s v e R i i n o s v e R i i n o s v e R i i n o s v e R i SHEET of 15 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 12 of 20 *EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B - BY OTHERS) (CURRENTLY UNDER REVIEW) OFFSITE 1 58.22 AC. BASIN 1A 0.76 AC. ONE STORY RETAIL=8,400 s.f. RESTAURANT=1,600 s.f. 60' MAX. HT. SLAB ON GRADE FFE=663.0 BYPASS 1 0.33AC. T OFFSITE 2 0.04 AC. BASIN 1B 0.15 AC. D D DETENTION POND D N O P . D E S POND 0.07 AC. FILT. POND BYPASS 1 0.33 AC. *RATIONAL METHOD USED TO SIZE STORM SEWER ONLY. *FLOOD PLAIN DELINEATION PER APPROVED FLOOD PLAIN STUDY FOR EAST RUNDBERG LANE EXTENSION - INFRASTRUCTURE IMPROVEMENTS (C8-2018-0115.1B) SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 16 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. I C L L G N I R E E N G N E L I V I C N O S I M A J L I A T E R N O R E M A C E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A P A M E G A N A R D T E L N I I D E S O P O R P G P D : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : 1 : 2 : 3 : 4 i n o s v e R i i n o s v e R i i n o s v e R i i n o s v e R i T E L N I : t o h s p a n S : ) . t r e V ( l e a c S I I g w d . E G A N A R D E T S F F O S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F . o N b o J ' 0 2 = " 1 : ) . r o H l ( e a c S SHEET of 16 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 13 of 20 D D DETENTION POND N T I O A D T N N O D I M E P E S F I L T P R O A N T D I O N FILTRATION POND SEDIMENTATION POND SPLITTER BOX DETENTION POND DETENTION POND SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 17 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X SECTION A-A SECTION B-B SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. I C L L G N I R E E N G N E L I V I C N O S I M A J L I A T E R N O R E M A C D N O P : t o h s p a n S \ g w d . D N O P S N A L P G W D \ \ l i a t e R n o r e m a C \ : H : e l i F . o N b o J E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I N A L P D N O P N O T N E T E D & Y T I L A U Q R E T A W G P D : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : ) . t r e V ( l e a c S ' 5 = " 1 : ) . r o H l ( e a c S D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A : 1 : 2 : 3 : 4 i n o s v e R i i n o s v e R i i n o s v e R i i n o s v e R i SHEET of 17 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 14 of 20 FILTRATION POND SEDIMENTATION POND I C L L G N I R E E N G N E L I V I C N O S I M A J L I A T E R N O R E M A C E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I S L I A T E D D N O P N O T N E T E D & Y T I L A U Q R E T A W D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 18 Sheet of 30 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. G P D : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : 1 : 2 : 3 : 4 i n o s v e R i i n o s v e R i i n o s v e R i i n o s v e R i D N O P : t o h s p a n S : ) . t r e V ( l e a c S \ g w d . D N O P S N A L P G W D \ \ l i a t e R n o r e m a C \ : H : e l i F : ) . r o H l ( e a c S . o N b o J SHEET of 18 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 15 of 20 E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I C L L G N I R E E N G N E L I V I C N O S I M A J L I A T E R N O R E M A C I I S N O T A L U C L A C D N O P N O T N E T E D & Y T I L A U Q R E T A W D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A : 1 : 2 : 3 : 4 i n o s v e R i i n o s v e R i i n o s v e R i i n o s v e R i CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 19 Sheet of 30 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. G P D : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D D N O P : t o h s p a n S : ) . t r e V ( l e a c S \ g w d . D N O P S N A L P G W D \ \ l i a t e R n o r e m a C \ : H : e l i F : ) . r o H l ( e a c S . o N b o J SHEET of 19 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 16 of 20 *EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B - BY OTHERS) I C L L G N I R E E N G N E L I V I C N O S I M A J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 E C J 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I L I A T E R N O R E M A C T U O Y A L R E W E S M R O T S D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A ONE STORY RETAIL=8,400 s.f. RESTAURANT=1,600 s.f. 60' MAX. HT. SLAB ON GRADE FFE=663.0 T D D DETENTION POND D N O P . D E S FILT. POND SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 20 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. G P D : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 2 0 / : t e a D : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i S S : t o h s p a n S : ) . t r e V ( l e a c S \ g w d . M R O T S S N A L P G W D \ \ l i a t e R n o r e m a C \ : H : e l i F . o N b o J ' 0 2 = " 1 : ) . r o H ( l e a c S SHEET of 20 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 17 of 20 *THIS PROJECT, CAMERON RETAIL (SP-2019-0107C), IS DEPENDENT UPON SERVICE FROM EAST RUNDBERG LANE EXTENSION, CASE# C8-2018-0115.0B. NO CONNECTIONS TO EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B) INFRASTRUCTURE SHALL BE MADE UNTIL ALL OF THE EAST RUNDBERG LANE EXTENSION IMPROVEMENTS HAVE BEEN BUILT, TESTED AND ACCEPTED BY THE CITY OF AUSTIN. INSPECTOR TO VERIFY ACCEPTANCE. NFPA 13 SPRINKLER SYSTEM NOTE: UNDERGROUND MAINS SUPPLYING NFPA 13 SPRINKLER SYSTEMS MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 13, AND THE FIRE CODE, BY A LICENSED SPRINKLER CONTRACTOR WITH A PLUMBING PERMIT. THE ENTIRE MAIN MUST BE HYDROSTATICALLY TESTED AT ONE TIME, UNLESS ISOLATION VALVES ARE PROVIDED BETWEEN TESTED SECTIONS. T ONE STORY RETAIL=8,400 s.f. RESTAURANT=1,600 s.f. 60' MAX. HT. SLAB ON GRADE FFE=663.0 ANY CHANGES TO THE PROPOSED WATER LINE ALIGNMENT WITHIN THE EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B) WILL REQUIRE A UTILITY COORDINATION (UCC# 2019-187247 UC); AT WHICH POINT THE CORRECTION WILL REQUIRE AULCC REVIEW. *EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B - BY OTHERS) *THIS PROJECT, CAMERON RETAIL (SP-2019-0107C), IS DEPENDENT UPON SERVICE FROM EAST RUNDBERG LANE EXTENSION, CASE# C8-2018-0115.0B. NO CONNECTIONS TO EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B) INFRASTRUCTURE SHALL BE MADE UNTIL ALL OF THE EAST RUNDBERG LANE EXTENSION IMPROVEMENTS HAVE BEEN BUILT, TESTED AND ACCEPTED BY THE CITY OF AUSTIN. INSPECTOR TO VERIFY ACCEPTANCE. SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 21 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. E C J 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I C L L G N I R E E N G N E L I V I C N O S I M A J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 L I A T E R N O R E M A C E L I F O R P & N A L P A E N I L R E T A W D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A M M : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 2 0 / : t e a D : ) . t r e V ( l e a c S ' 0 2 = " 1 : ) . r o H ( l e a c S : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i R E T A W : t o h s p a n S \ g w d . R E T A W S N A L P G W D \ \ l i a t e R n o r e m a C \ : H : e l i F . o N b o J SHEET of 21 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 18 of 20 *THIS PROJECT, CAMERON RETAIL (SP-2019-0107C), IS DEPENDENT UPON SERVICE FROM EAST RUNDBERG LANE EXTENSION, CASE# C8-2018-0115.0B. NO CONNECTIONS TO EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B) INFRASTRUCTURE SHALL BE MADE UNTIL ALL OF THE EAST RUNDBERG LANE EXTENSION IMPROVEMENTS HAVE BEEN BUILT, TESTED AND ACCEPTED BY THE CITY OF AUSTIN. INSPECTOR TO VERIFY ACCEPTANCE. DETENTION POND DD *EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B - BY OTHERS) ANY CHANGES TO THE PROPOSED WW LINE ALIGNMENT WITHIN THE EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B) WILL REQUIRE A UTILITY COORDINATION (UCC# 2019-187247 UC); AT WHICH POINT THE CORRECTION WILL REQUIRE AULCC REVIEW. *THIS PROJECT, CAMERON RETAIL (SP-2019-0107C), IS DEPENDENT UPON SERVICE FROM EAST RUNDBERG LANE EXTENSION, CASE# C8-2018-0115.0B. NO CONNECTIONS TO EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B) INFRASTRUCTURE SHALL BE MADE UNTIL ALL OF THE EAST RUNDBERG LANE EXTENSION IMPROVEMENTS HAVE BEEN BUILT, TESTED AND ACCEPTED BY THE CITY OF AUSTIN. INSPECTOR TO VERIFY ACCEPTANCE. s s 0 0 0 . f . 0 O N E S T O R Y R E T A I L = 8 , 4 R E S T A U R A N T = 1 , 6 0 ' M A X . H T . S L A B O N G R A D E 3 . 0 F F E = 6 6 6 . f . SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 22 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. REPLACEMENT SHEET SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. I C L L G N I R E E N G N E L I V I C N O S I M A J L I A T E R N O R E M A C W W : t o h s p a n S \ g w d . W W S N A L P G W D \ \ l i a t e R n o r e m a C \ : H : e l i F . o N b o J E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A E L I F O R P & N A L P A E N I L R E T A W E T S A W M M : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 2 0 / : t e a D : ) . t r e V ( l e a c S ' 0 2 = " 1 : ) . r o H ( l e a c S : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i SHEET of 22 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 19 of 20 E C J 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I C L L G N I R E E N G N E L I V I C N O S I M A J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 DOMESTIC WATER F OPTIONAL DOMESTIC SERVICE ALLOWED ONLY BETWEEN VALVE A AND VAULT B. L I A T E R N O R E M A C S L I A T E D R E T A W E T S A W & R E T A W D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 23 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i : ) . t r e V ( l e a c S : t o h s p a n S g w d . S L I A T E D S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F : ) . r o H l ( e a c S . o N b o J SHEET of 23 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 110 of 20 E C J 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I C L L G N I R E E N G N E L I V I C N O S I M A J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 L I A T E R N O R E M A C S L I A T E D R E T A W E T S A W & R E T A W D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A E N I L . T M S E R O . SERVICE ADAPTOR CONSISTING OF SINGLE-BODY GASKETED BELL HAVING SDR 26 PVC HUB, RUBBER SLEEVE AND STAINLESS STEEL BAND. SEE SPL WW-227D & DETAIL "A" LINER HOST PIPE 4 5 ° ± 5 ° NOTES: PAVEMENT CURB & GUTTER 1' 1' * ' 3 - ' 2 * ' 3 - ' 2 E N I L Y T R E P O R P R.O.W. OR ESMT. LINE SEE STD. DETAIL 520-AW-03 FOR CLEANOUT FRAME AND LID 6" PVC PIPE SPL WW-227 SINGLE SERVICE ADDITIONAL COMPONENTS FOR DOUBLE SERVICE B R U C F O K C A B 45°x6" BEND SPL WW-227B-1 4' MAX. I I N A M O T N O T C E N N O C E E T I N A M R E T A W E T S A W * OFFSET FROM PROPERTY LINE IS FOR DOUBLE WASTEWATER SERVICE INSTALLATION ONLY. WHERE WATER & WASTEWATER SERVICES ARE INSTALLED ON A COMMON LOT LINE, SEE DETAIL 520-AW-01A PLAN VIEW CURB & GUTTER SEE STD. DETAIL 520-AW-03 FOR CLEANOUT FRAME AND LID 6" TWO-WAY CLEANOUT SPL WW-227B-1 6" HORIZONTAL WYE (FOR DOUBLE SERVICE ONLY) SPL WW-227B-1 FLOW MIN. SLOPE 1% 6" PVC PIPE POURED CONC. SUPPORT UNDER PLUG 6" DIA. BEND BENDS MAY VARY (11 1 4° - 45°) SPL WW-227B-1 R.O.W. OR ESMT. LINE PROFILE VIEW 6" PLUG K R O W L L A E N O D E B O T R E B M U L P Y B G U L P D N O Y E B I I I N A M G N T S X E E V O M E R I T N O J T S E R A E N E H T O T I E P P T N E T E P M O C N I L A V O M E R I N A M G N T S X E I I 1. DURING SUBDIVISION CONSTRUCTION, UTILITY CONTRACTOR INSTALLS WASTEWATER TEE CONNECTION TO MAIN, 6" STUB, HORIZONTAL WYE FOR DOUBLE SERVICES, 6" SERVICE BRANCH WITH TWO-WAY CLEANOUT(S) AND RISER, FRAME, AND COVER. CLEANOUT(S) TO BE PLUGGED AT PROPERTY LINE OR EASEMENT LINE END. ALL WASTEWATER PIPING SHALL HAVE ELASTOMERIC GASKET TYPE JOINTS AND SLOPE DOWNWARD TO MAIN 1% MIN. TO 45° MAX. DEPTH OF SERVICE AT PROPERTY LINE WILL BE SHOWN ON PLANS BY ENGINEER IF GREATER THAN 4', OTHERWISE THE INSTALLED DEPTH WILL BE 4' MIN. AND 6' MAX. AT PROPERTY LINE. IF WASTEWATER SERVICE LINE TO MAIN REQUIRES DEFLECTION EXCEEDING 45°, SEE SHEET 3 OF 4. 2. PIPING IN STREET RIGHT-OF-WAY AND IN EASEMENT AREA SHALL BE BEDDED IN GRANULAR MATERIALS AS REQUIRED BY CITY OF AUSTIN STANDARD SPECIFICATION 510.3 (14); MATERIALS SHALL BE AS SPECIFIED IN 510.2 (2)(A) AND (3)(B); BACKFILL ABOVE THE GRANULAR BEDDING SHALL BE AS REQUIRED BY SECTION 510.3 (25). SERVICE LINES IN THESE AREAS SHALL HAVE A MIN. COVER BELOW FINAL STREET GRADE OF 42". 3. PLUMBER SHALL REMOVE PLUG AND CONNECT TO TWO-WAY CLEANOUT. NO CONNECTION TO CLEANOUT STACK IS ALLOWED. I G N L P U O C R A P E R I B 7 2 2 P O T S O N ( ) I S G N T T F L L U P I ) G x G ( * ) G x G x G ( E E T C V P ) I E C V R E S ( I E P P C V P 6 2 R D S I N O T C E N N O C T E K S A G = G * ) I N A M ( I E P P C V P 6 2 R D S I I I N A M C V P G N T S X E R O F T N E M E C A L P E R I E H T O T N A M G N T S X E E V O M E R I I I E P P T N E T E P M O C N I I T N O J T S E R A E N L A V O M E R I N A M G N T S X E I I ) D E D L E H S I ( I D G R I - I M E S I G N L P U O C N O T S N A R T I I 4 5 3 - W W L P S ) I N A M I ( E P P C V P 6 2 R D S * ) G x G x G ( E E T C V P ) I E C V R E S ( I E P P C V P 6 2 R D S I N O T C E N N O C T E K S A G = G * E T E R C N O C R E D N U D A P I G N L P U O C I N A M C A D N A , Y A L C , I I E T E R C N O C G N T S X E R O F T N E M E C A L P E R COMPACTED BASE BACKFILL AND BEDDING PER STD. SPEC. 510 45°x6" BEND SPL WW-227B-1 END SEAL SPL WW-575A 45°x6" BEND PER SHEET 1 & 2 FLOW MIN. SLOPE 1% SLEEVED TO PROTECT RISER BEFORE & DURING BACKFILL OPERATION · 8" PVC SLEEVE IF NO PIPE BELLS IN THE RISER PIPE · 10" PVC SLEEVE IF PIPE BELLS IN THE RISER PIPE PROVIDE ADEQUATE CLEARANCE FOR PLACING SLEEVE AND COMPACTING BACKFILL TEE OR WYE ON MAIN CLASS A CONCRETE PER STD. SPEC. 403S. 8" OR 10" PVC SLEEVE 45°x6" BEND CONCRETE AT SERVICE CONNECTION SHALL COMPLETELY FILL TRENCH WIDTH TO DEPTH INDICATED ON DETAIL AND EXTEND 6" EACH WAY BEYOND TEE OR WYE JOINTS. 6" . W O R . L A U Q E S I . C N O C F O H T P E D O T H C N E R T F O M O T T O B O T D N E B ° 5 4 T S R F F O P O T I WASTEWATER MAIN SUPPORT CONNECTION 6" CONCRETE ENCASEMENT FOR SERVICE CONNECTION SERVICE ADAPTOR NON-SHRINK GROUT LINER HOST PIPE 2 E T O N E E S I N O T A L L A T S N I ( ) I E P P D E N L N I I DETAIL "A" DETAIL "B" INSTALLATION IN LINED PIPE: 1. MARK LOCATION OF TAP. 2. BREAK & REMOVE HOST PIPE SO THAT OPENING IS AT LEAST 2" BUT NO MORE THAN 3" WIDER THAN DIAMETER OF THE SERVICE ADAPTOR. 3. DO NOT DAMAGE LINER. 4. CORE HOLE THROUGH LINER USING ADAPTOR MANUFACTURER RECOMMENDED BIT. 5. INSTALL SERVICE ADAPTOR. 6. HOLES CUT IN HOST PIPE SHALL BE PACKED WITH NON-SHRINK GROUT (ASTM C1107 GRADE). SEE DETAIL "B" NOTES: 1. USE ONLY TO TAP EXISTING LINED PIPE. 2. SEE APPROPRIATE STD. FOR SERVICE LINE INFORMATION. 3. THE EDGE OF THE CORE HOLE MUST BE AT LEAST 3' FROM THE ENDS OF THE PIPE, ANY OTHER CORE SERVICE CONNECTIONS, AND ANY FITTINGS. 4. FOR DEEP SERVICE APPLICATIONS SEE SHEET 3 OF 4, EXCEPT SUBSTITUTE A CORED HOLE, AND SERVICE ADAPTOR FOR THE TEE OR WYE. 5. SERVICE CONNECTIONS TO MANHOLES MUST BE MADE USING A PIPE-TO-MANHOLE CONNECTOR WHICH LIMITS THE PIPE SLOPE INTO THE MANHOLE TO 12% MAX. CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED JEFF A. KYLE SINGLE AND DOUBLE WASTEWATER SERVICE CONNECTION 11/07/2018 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-01C 1 OF 4 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED JEFF A. KYLE SINGLE AND DOUBLE WASTEWATER SERVICE CONNECTION 11/07/2018 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-01C 2 OF 4 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED JEFF A. KYLE SINGLE AND DOUBLE WASTEWATER SERVICE CONNECTION 11/07/2018 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-01C 3 OF 4 CITY OF AUSTIN AUSTIN WATER RECORD COPY SIGNED JEFF A. KYLE SINGLE AND DOUBLE WASTEWATER SERVICE CONNECTION 11/07/2018 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520-AW-01C 4 OF 4 DEEP SERVICE CONNECTION 6" WASTEWATER CONNECTION TO EXISTING LINED MAIN CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 24 Sheet of 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. REPLACEMENT SHEET SP-2019-0107C : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i : ) . t r e V ( l e a c S : t o h s p a n S g w d . S L I A T E D S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F : ) . r o H l ( e a c S . o N b o J SHEET of 24 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 111 of 20 ROAD WORK AHEAD END ROAD WORK K R O W R E F F U B A E R A E N O Z L X X x RIGHT LANE CLOSED* AHEAD *OPTIONAL FOR 50 KMPH (30 MPH) OR LESS RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD RIGHT LANE CLOSED* AHEAD *OPTIONAL FOR 50 KMPH (30 MPH) OR LESS RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. END ROAD WORK K R O W A E R A R E F F U B E N O Z L L 2 L X X X RIGHT LANE CLOSED AHEAD RIGHT LANE CLOSED* AHEAD *OPTIONAL FOR 50 KMPH (30 MPH) OR LESS RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD I G N N R A W E C N A V D A CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS ONE WAY ARTERIAL TWO-LANE CLOSURE RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 2 OF 9 ADVANCED WARNING SIGNS AND SPACING SIMILAR FOR OPPOSING TRAFFIC. L SEE NOTES 3 AND 4 ON SHEET 8 OF 9 SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS END ROAD WORK (OPTIONAL FOR SHORT TERM OR SHORT DURATION WORK) L 2 1 XX M.P.H. K R O W R E F F U B A E R A E N O Z L 2 1 . I N M . I N M L 2 1 L x x x XX M.P.H. (OPTIONAL FOR SHORT TERM OR SHORT DURATION WORK) RIGHT LANE CLOSED* AHEAD *OPTIONAL FOR 50 KMPH (30 MPH) OR LESS RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD TYPICAL TRAFFIC CONTROL PLAN FOR SHIFTING TRAFFIC RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 6 OF 9 END ROAD WORK SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS ARTERIAL ONE LANE CLOSURE RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 1 OF 9 ADVANCED WARNING SIGNS AND SPACING SIMILAR FOR OPPOSING TRAFFIC. r o . I N M ' 0 5 ( ) . X A M ' 0 0 1 . x a M m 0 3 . I N M m 5 1 X x FLAGGER REQUIRED ON COLLECTOR STREETS. ADDITIONAL FLAGGERS MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS. ONE LANE ROAD AHEAD (OPTIONAL) OR ROAD WORK AHEAD SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS COLLECTOR/RESIDENTIAL LANE CLOSURES RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 5 OF 9 Typical Transition Lengths and Suggested Maximum Spacing of Devices Minimum Desirable Taper Lengths (L) Meters (Feet) Suggested Max. Device Spacing Posted Speed MPH Speed KMPH Formula 3.0(10) Offset Meters (feet) 3.3(11) Offset Meters (feet) 3.6(12) Offset Meters (feet) On a taper Meters (feet) 50 55 65 70 80 90 95 105 115 30 35 40 45 50 55 60 65 70 L=WS 2 60 L=WS 45 (150) 65 (205) 80 (265) 135 (450) 150 (500) 165 (550) 180 (600) 195 (650) 215 (700) 50 (165) 70 (225) 90 (295) 150 (495) 165 (550) 185 (605) 200 (660) 215 (715) 235 (770) 55 (180) 75 (245) 100 (320) 165 (540) 180 (600) 200 (660) 220 (720) 235 (780) 255 (840) 9 (30) 10 (35) 12 (40) 13 (45) 15 (50) 16 (55) 18 (60) 19 (65) 21 (70) On a tangent Meters (feet) 15-20 (60-75) 25-25 (70-90) 25-30 (80-100) 25-30 (90-110) 30-35 (100-125) 35-40 (110-140) 40-45 (120-150) 40-50 (130-165) 45-55 (140-175) Suggested Sign Spacing Meters (Feet) "X" Dimension 40 (120) 50 (160) 75 (240) 100 (320) 120 (400) 150 (500) 180 (600) 210 (700) 240 (800) LEGEND Channelizing devices Trailer mounted flashing arrow board Flagger CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEVICE SPACING RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 9 OF 9 SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. CROSSWALK CLOSED USE OTHER SIDE CROSSWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE ROAD WORK AHEAD LANE BLOCKED* 1 2 3 X *OPTIONAL FOR 50 KMPH (30 MPH) OR LESS LANE BLOCKED 1 2 3 X ROAD WORK AHEAD LANE BLOCKED* 1 2 3 X *OPTIONAL FOR 50 KMPH (30 MPH) OR LESS L LANE BLOCKED 1 2 3 X ROAD WORK AHEAD X X X SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TWO WAY, DIVIDED ARTERIAL ONE LANE CLOSURE RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 3 OF 9 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS BYPASS WALKWAY, SIDEWALK AND CROSSWALK CLOSURES RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 4 OF 9 I C L L G N I R E E N G N E L I V I C N O S I M A J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 E C J 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I ROAD WORK AHEAD . x a M m 0 3 ) ' 0 0 1 ( SEE NOTES 3 AND 4 ON SHEET 8 OF 9 2 SIGNS (BACK-TO-BACK) END ROAD WORK 1. ALL SETUPS SHALL BE IN ACCORDANCE WITH THE CURRENT ADDITION OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY OF AUSTIN TRANSPORTATION CRITERIA MANUAL. (OPTIONAL FOR SHORT TERM OR SHORT DURATION WORK) 2. TO DETERMINE APPROPRIATE DEVICES AND SIGN SIZES TO BE USED, REFER TO STANDARD 804S-5. SHEETS 5, 6 AND 7 OF 11. 3. FOR INTERMEDIATE-TERM SITUATIONS, WHEN IT IS NOT FEASIBLE TO REMOVE AND RESTORE PAVEMENT MARKINGS, THE CHANNELIZATION MUST BE MADE DOMINANT BY USING A VERY CLOSE DEVICE SPACING. THIS IS ESPECIALLY IMPORTANT IN LOCATIONS OF CONFLICTING INFORMATION, SUCH AS WHERE TRAFFIC IS DIRECTED OVER A DOUBLE YELLOW CENTERLINE. IN SUCH LOCATIONS, A MAXIMUM CHANNELIZING DEVICE SPACING OF 3 m (10') IS REQUIRED. 4. FOR LONG TERM STATIONARY WORK, ALL CONFLICTING PAVEMENT MARKINGS MUST BE REMOVED AND CENTERLINE STRIPING PROVIDED WHERE TWO WAY TRAFFIC IS IN ADJACENT LANES. 5. FOR TEMPORARY PAVEMENT MARKING REQUIREMENTS SEE STANDARD 804S-3. 6. FOR ONE-WAY AND MULTI-LANE ROADWAYS THE "LANE BLOCKED" SIGN MAY BE USED IN LIEU OF THE "LANE CLOSED AHEAD" SIGN. THE NUMBER OF DIGITS ON THE SIGN SHALL NOT BE GREATER THAN THE NUMBER OF LANES PRESENT ON THE ROADWAY. THE "X" SHALL BE PLACED UNDER THE NUMBER OF LANE(S) BLOCKED. 7. FOR FLAGGING OPERATION REQUIREMENTS SEE STANDARD 804S-2. 8. CONTRACTOR SHALL PROVIDE SIDEWALK CLOSURES, CROSSWALK CLOSURES OR WALKWAY BYPASS WHEREVER PEDESTRIAN MOVEMENTS ARE AFFECTED BY CONSTRUCTION ACTIVITIES. ALL SIDEWALKS AND CROSSWALKS SHALL BE ACCESSIBLE WHEN CONTRACTOR IS NOT WORKING UNLESS APPROVED BY THE TRANSPORTATION DIVISION. 9. FOR EXCAVATION PROTECTION AND SAFETY FENCE REQUIREMENTS SEE STANDARD 804S-4. 10. THE USE OF ARROW DISPLAYS ARE REQUIRED ON ALL LANE CLOSURES. THE CONTRACTOR SHALL PROVIDE ONE (1) STAND-BY UNIT IN GOOD WORKING CONDITION AT THE JOB SITE, READY FOR USE IF THE OPERATION REQUIRES 24-HOUR A DAY LANE CLOSURE SET-UPS. L 2 1 XX M.P.H. K R O W R E F F U B A E R A E N O Z . I N M L 2 1 . I N M L 2 1 L x x x XX M.P.H. RIGHT LANE CLOSED* AHEAD *OPTIONAL FOR 50 KMPH (30 MPH) OR LESS RIGHT LANE CLOSED AHEAD ROAD WORK AHEAD CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPICAL TRAFFIC CONTROL PLAN FOR SHIFTING TRAFFIC RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 7 OF 9 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS GENERAL NOTES RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-1 8 OF 9 SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 25 Sheet of 30 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. L I A T E R N O R E M A C S L I A T E D L O R T N O C C F F A R T I D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A : ) . t r e V ( l e a c S : t o h s p a n S I g w d . S L I A T E D C F F A R T S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F : ) . r o H ( l e a c S . o N b o J : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i SHEET of 25 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 112 of 20 E C J 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I C L L G N I R E E N G N E L I V I C N O S I M A J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 3 OF 5 5 OF 5 L I A T E R N O R E M A C S L I A T E D L O R T N O C C F F A R T I D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 26 Sheet of 30 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. : ) . t r e V ( l e a c S : t o h s p a n S I g w d . S L I A T E D C F F A R T S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F : ) . r o H ( l e a c S . o N b o J : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i SHEET of 26 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 113 of 20 E C J 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I I C L L G N I R E E N G N E L I V I C N O S I M A J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 L I A T E R N O R E M A C S L I A T E D L O R T N O C C F F A R T I D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A : ) . t r e V ( l e a c S : t o h s p a n S I g w d . S L I A T E D C F F A R T S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F : ) . r o H ( l e a c S . o N b o J : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i SHEET of 27 33 CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 27 Sheet of 30 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 114 of 20 200 mm (8'') MIN. 450 mm (18'') MIN. FACING TRAFFIC m m 0 1 6 . I N M ) ' ' 4 2 ( FACING TRAFFIC 150 mm (6'') 150 mm (6'') 45^ 100 mm MIN. 200 mm MAX. (4'' to 8'' ) m m 0 0 (2'') TYP. 9 50 mm ) ' ' 6 3 ( m m 0 0 3 . I N M ) ' ' 2 1 ( VERTICAL PANEL DRUM LONG TERM AND INTERMEDIATE TERM STATIONARY WORK 50 mm (2'') 75 mm (3'') 150 mm (6'') 75 mm (3'') m m 0 0 7 ) ' ' 8 2 ( RETROREFLECTIVE BAND 75 mm TO 100 mm (3'' TO 4'') 150 mm (6'') 50 mm (2'') m m 0 0 7 ) ' ' 8 2 ( 100 mm (4'') TUBULAR MARKERS CONES SHORT TERM AND SHORT DURATION WORK SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CHANNELIZING DEVICES 1.ALL CHANNELIZING DEVICES SHALL HAVE WARNING LIGHTS OR LARGE REFLECTORS WHEN USED AT NIGHT. FLASHING WARNING LIGHTS MAY BE PLACED ON CHANNELIZING DEVICES USED SINGULARLY OR IN GROUPS TO MARK A SPOT CONDITION. WARNING LIGHTS ON CHANNELIZING DEVICES USED IN A SERIES SHALL BE STEADY-BURN. CHANNELIZING DEVICES IN TAPERS AT NIGHT SHALL HAVE TYPE C WARNING LIGHTS. 2.THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE. 3.THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR OR SUPPLIER SHALL BE SHOWN ON THE NON-RETROREFLECTIVE SURFACE OF ALL CHANNELIZING DEVICES. THE LETTERS AND NUMBERS SHALL BE A NON-RETROREFLECTIVE COLOR AND NOT OVER 50 mm (2'') IN HEIGHT. 4.PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURE THAT CHANNELIZING DEVICES ARE MAINTAINED AND KEPT CLEAN, VISIBLE AND PROPERLY POSTITIONED AT ALL TIMES. DEVICES SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND EFFECTIVENESS. CONES CONES SHALL PREDOMINANTLY BE ORANGE, FLUORESCENT RED-ORANGE, OR FLUORESCENT YELLOW-ORANGE IN COLOR, NOT LESS THAN 70 mm (28'') IN HEIGHT, AND SHALL BE MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. FOR NIGHT TIME USE, CONES SHALL BE RETROREFLECTIVE OR EQUIPPED WITH LIGHTING DEVICES FOR MAXIMUM VISIBLITY. RETROREFLECTION OF CONES SHALL BE PROVIDED BY A WHITE BOND 150 mm (6'') WIDE, NO MORE THAN 75 TO 100 mm (3 TO 4'') FROM THE TOP OF THE CONE, AND AN ADDITIONAL 100 mm (4'') WHITE BAND A MINIMUM OF 50 mm (2'') BELOW THE 150 mm (6'') BAND. TRAFFIC CONES ARE NORMALLY USED FOR SHORT-TERM STATIONARY AND SHORT DURATION WORK. HOWEVER, CONES MAY BE USED FOR INTERMEDIATE-TERM STATIONARY WORK AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED. TUBULAR MARKERS TUBULAR MARKERS SHALL PREDOMINANTLY BE ORANGE IN COLOR, NOT LESS THAN 700 mm (28'') IN HEIGHT , A MINIMUM 50 mm (2'') WIDE WHEN FACING TRAFFIC AND MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES. FOR NIGHT TIME USE, TUBLULAR MARKERS SHALL BE RETROREFLECTIVE PROVIDED BY TWO (2) 75 mm (3'') WIDE WHITE BANDS PLACED A MAXIMUM OF 50 mm (2'') FROM THE TOP, WITH A MAXIMUM OF 150 mm (6'') BETWEEN BANDS. TUBULAR MARKERS ARE NORMALLY USED FOR SHORT-TERM STATIONARY AND SHORT DURATION WORK. HOWEVER, TUBULAR MARKERS MAY BE USED FOR INTERMEDIATE-TERM STATIONARY WORK AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED. VERTICAL PANELS VERTICAL PANELS SHALL BE 200 TO 300 mm (8 TO 12'') WIDE AND AT LEAST 600 mm (24'') IN HEIGHT. THEY SHALL HAVE ORANGE AND WHITE STRIPES, AND BE RETROREFLECTIVE. PANEL STRIPE WIDTHS SHALL BE 150 mm (6'') EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 900 mm (36''), WHEN 100 mm (4'') STRIPES MAY BE USED. IF USED FOR TWO-WAY TRAFFIC, BACK-TO-BACK PANELS SHALL BE USED. DRUMS 1. DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHT- WEIGHT FLEXIBLE AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 900 mm (36'') IN HEIGHT, AND HAVE AT LEAST 450 mm (18'') MINIMUM WIDTH, REGARDLESS OF OREINTATION. STEEL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUNFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES 100 TO 200 mm (4 TO 8'') WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO (2) ORANGE AND TWO (2) WHITE STRIPES. ANY NON-RETROREFLECTIVE SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 50 mm (2'') WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER DEBRIS. 2. DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER OR ANY MATERIAL TO AN EXTENT THAT WOULD MAKE THE HAZARDOUS TO MOTORISTS, PEDESTRIANS OR WORKERS. WHEN THEY ARE USED IN REGIONS SUSCEPTIBLE TO FREEZING, THEY SHOULD HAVE DRAINAGE HOLES IN THE BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE,CAUSING A HAZARD IF STRUCK BY A MOTORIST. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. 600 mm (24'') MIN. WARNING LIGHT (OPTIONAL) 600 mm (24'') MIN. 200 mm TO 300 mm (8'' TO 12'') 200 mm TO 300 mm (8'' TO 12'') 45^ 45^ m m 0 0 9 ) ' ' 6 3 ( m m 0 0 9 ) ' ' 6 3 ( TYPE I BARRICADE TYPE II BARRICADE WARNING LIGHT (OPTIONAL) N O T E 45^ NOTES: 1. NOMINAL LUMBER DIMENSIONS ARE SATISFACTORY FOR BARRICADE RAIL WIDTH DIMENSIONS. 2. RAIL STRIPE WIDTHS SHALL BE 150 mm (6'') EXCEPT WHERE RAIL LEGNTHS ARE LESS THAN 900 mm (36''), THEN 100 mm (4'') WIDE STRIPES MAY BE USED. 3. THE SIDE OF BARRICADES FACING TRAFFIC SHALL HAVE RETRO- REFLECTIVE RAIL FACES. 200 mm TO 300 mm (8'' TO 12'') m 2 . 1 ) ' ' 8 4 ( m 5 . 1 ) ' ' 0 6 ( 1.2 m (48'') MIN. TYPE III BARRICADE SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. BARRICADES 1. BARRICADES SHALL BE OF THREE TYPES: TYPE I, TYPE II OR TYPE III. 2. STRIPES ON BARRICADE RAILS SHALL BE ALTERNATING ORANGE AND WHITE RETRO- REFLECTIVE STRIPES (SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS TO PASS). THE STRIPES SHALL BE 150 mm (6'') WIDE, EXCEPT WHERE RAIL LENGTHS ARE LESS THAN 900 mm (36''), WHEN 100 mm (4'') WIDE STRIPES MAY BE USED. 3. WHERE A BARRICADE EXTENDS ENTIRELY ACROSS A ROADWAY, THE SURFACE STRIPES SHOULD SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST TURN. WHERE BOTH RIGHT AND LEFT TURNS ARE PROVIDED, THE STRIPES MAY SLOPE DOWN- WARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADE OR BARRICADES. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD TOWARD THE CENTER OF THE BARRICADE OR BARRICADES. 4. BARRICADE RAILS SHOULD BE SUPPORTED IN A MANNER THAT WILL ALLOW THEM TO BE SEEN BY THE MOTORIST AND PROVIDE A STABLE SUPPORT NOT EASILY BLOWN OVER BY THE WIND OR TRAFFIC. FOR TYPE I BARRICADES, THE SUPPORT MAY INCLUDE OTHER UNSTRIPED HORIZONTAL PANELS NECESSARY TO PROVIDE STABILITY. 5. BARRICADES ARE LOCATED ADJACENT TO TRAFFIC AND ARE THEREFORE SUBJECT TO IMPACT WITH ERRANT VEHICLES. BECAUSE OF THEIR VULNERABLE POSITION AND THE HAZARD THEY COULD CREATE, THEY SHOULD BE CONSTRUCTED OF LIGHTWEIGHT MATERIALS AND HAVE NO RIGID STAY BRACING FOR A-FRAME DESIGNS. ALL BARRICADE SYSTEMS SHOULD BE CRASHWORTHY. 6. ON HIGH-SPEED EXPRESSWAYS OR IN OTHER SITUATION WHERE BARRICADES MAY BE SUSCEPTIBLE TO OVERTURING IN THE WIND, SANDBAGS SHOULD BE USED FOR BALLASTING. SANDBAGS MAY BE PLACED ON PARTS OF THE FRAME OR STAYS TO PROVIDE THE REQUIRED BALLAST BUT SHALL NOT BE PLACED ON TOP OF ANY STRIPED RAIL. BARRICADES SHALL NOT BE BALLASTED BY HEAVY OBJECTS SUCH AS ROCKS OR CHUNKS OF CONCRETE. 915mmx915mmx13mm 1 (36''x36''x 2'') PLYWOOD 1.22 mx1.22mx13 mm 1 2'') (48''x48''x PLYWOOD ROAD WORK AHEAD 100mmx100mmx2.7m (4''x4''x9') m m 6 1 0 1 x m m 0 5 1 x m m 0 5 ) ' ' 0 4 x ' ' 6 x ' ' 2 ( m 1 . 2 ) ' 7 ( m 1 . 2 ) ' 7 ( 50 mmx150 mm (2''x6'') SKID-MOUNTED SIGN SUPPORT WITH PLYWOOD SIGN 2") 1 MIN. THICKNESS 13mm ( 1.22 mx1.22mx13 mm 2'') PLYWOOD 1 (48''x48''x 50 mmx150 mm (2''x6'') 875 mm 1 2'') (34 50 mmx150 mm (2''x6'') 1016 mm (40'') 760 mm (30'') 685 mm (27'') m 2 ) ' 6 ( ( LONG TERM AND INTERMEDIATE-TERM STATIONARY WORK) TEMPORARY SIGN SUPPORT SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TRAFFIC CONTROL SIGNS I C L L G N I R E E N G N E L I V I C N O S I M A J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 E C J 0 5 7 8 7 S A X E T 0 8 8 0 - 4 8 4 ) 7 3 7 ( , I N T S U A : I E C F F O . M O C G N E N O S M A J @ O F N I I CHANNELIZING DEVICES CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CHANNELIZING DEVICES CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS BARRICADES CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS BARRICADES RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 1 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 2 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 3 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 4 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 5 OF 13 m 915 m (36'') A m 1 . 2 ) ' 7 ( E G D E T N E M E V A P B R U C R O m 1220 m (48'') A m 1 . 2 ) ' 7 ( 9 1 5 ( 3 m 6'') m E G D E T N E M E V A P B R U C R O NOMINAL 100 mmx100 mm (4''x4'') POST (TYP.) SEE DETAIL BELOW 1 2 2 ( 4 0 m 8'') m PLAQUE m 8 . 1 ) ' 6 ( SEE DETAIL BELOW FOR 915 mmx 915 mm (36''x36'') AND SMALLER WARNING SIGNS & OTHER SIGNS HAVING AN AREA NOT EXCEEDING 1 sm (10.7 sf). A 610 mm (2') MINIMUM (REFER TO TMUTCD) FOR 1220 mm x 1220 mm (48''x48'') WARNING SIGNS. 150 mm (6'') DIRECTION OF TRAFFIC 3 9.5 mm ( 8'') DRILLED HOLE FOR BREAKAGE AT GROUND LEVEL WOOD POST SIGN SUPPORT USED AS FIXED SIGN SUPPORTS 915mmx915mmx13mm 1 (36''x36''x 2'') PLYWOOD 300 mm (12'') 100mmx100mm (4''x4'') PLASTIC POST ROAD WORK AHEAD ROLL-UP SIGN FIBERGLASS STAYS UTILITY WORK AHEAD 300 mm (12'') 300 mm (12'') SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS 300 mm (1') MOUNTING HEIGHT (SHORT TERM AND SHORT DURATION WORK) PORTABLE SIGN SUPPORT TRAFFIC CONTROL SIGNS 1. WARNING SIGNS SHALL BE ORANGE, FLUORESCENT RED-ORANGE OR FLUORESCENT YELLOW-ORANGE IN COLOR. THE FLUORESCENT VERSIONS OF ORANGE PROVIDE HIGHER CONSPICUITY THAN STANDARD ORANGE, ESPECIALLY DURING TWILGHT. ALL SIGNS USED AT NIGHT SHALL BE EITHER RETRORE- FLECTIVE, WITH A MATERIAL THAT HAS A SMOOTH, SEALED OUTER SURFACE, OR ILLUMINATED TO SHOW SIMILAR SHAPE AND COLOR BOTH DAY AND NIGHT. SIGN ILLUMINATION MAY BE EITHER IN- TERNAL OR EXTERNAL. ROADWAY LIGHTING DOES NOT MEET THE REQUIREMENTS FOR SIGN ILLUMINATION. 2. TYPE A FLASHING WARNING LIGHTS MAY BE USED IN CONJUNCTION WITH SIGNS AT NIGHT. STANDARD ORANGE FLAGS MAY BE USED FOR DAY TIME OPERATIONS. HOWEVER, NEITHER LIGHTS NOR FLAGS MAY BLOCK THE SIGN LEGEND. 3. SIGNS SHOULD BE LOCATED ON THE RIGHT-HAND SIDE OF THE ROADWAY. WHEN SPECIAL EMPHASIS IS NEEDED, SIGNS MAY BE PLACE ON BOTH THE LEFT AND RIGHT SIDES OF ROADWAY. SIGNS SHALL BE PLACED ON BOTH THE LEFT AND RIGHT SIDES OF ONE-WAY OR DIVIDED ROADWAYS. SIGNS USED FOR LONG-TERM STATIONARY AND INTERMEDIATE-TERM STATIONARY WORK SHALL BE MOUNTED AT A HEIGHT OF AT LEAST 2.1 m (7'), MEASURED FROM THE BOTTOM OF THE SIGN. THE HEIGHT TO THE BOTTOM OF A SECONDARY SIGN MOUNTED BELOW ANOTHER SIGN MAY BE O.3 m (1') LESS THAN THE APPROPRIATE HEIGHT ABOVE. 4. SIGNS MAY BE MOUNTED ON PORTABLE SUPPORTS FOR SHORT-TERM, SHORT DURATION, MOBILE CON- DITIONS AND EMERGENCIES. SIGNS MOUNTED ON PORTABLE SUPPORTS SHALL BE AT A HEIGHT OF AT LEAST 0.3 m (1'), MEASURED FROM THE BOTTOM OF THE SIGN. 5. ALL SIGN SYSTEMS SHOULD BE CRASHWORTHY. NO SIGN MOUNTS SHALL BLOCK OR IMPEDE SIDEALKS UNLESS NO OTHER OPTION IS AVAILABLE. ONLY SANDBAGS SHOULD BE USED FOR BALLASTING SIGN MOUNTS. TABLE VI-3 TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING Long-term Stationary Or Intermediate-term Stationary Approaching Warning Signs CW20 Series And CW22-1 Sign Standard mm (inches) 1220x1220 (48x48) Minimum4 mm (inches) 915x915 (36x36) Short-term Stationary Or Short Duration Approach Warning Signs CW22 Series Minimum4 mm (inches) Standard mm (inches) 915x915 (36x36) Other Warning Signs Standard mm (inches) 915x915 (36x36) Use Standard Size Use Standard Size 1220x1220 (48x48) 1220x1220 (48x48) Roadway Classi fication Posted Speed Sign Spacing Conven. KPH (MPH) 50 (30) 55 (35) 65 (40) 70 (45) 80 (50) 90 (55) 100 (60) 105 (65) 115 (70) Exp. or Fwy meter (feet) 40 (120) 50 (160) 75 (240) 100 (320) 120 (400) 150 (500) 180 (600) 210 (700) 240 (800) 2 2 2 2 3 MINIMUM DISTANCE FROM WORK TO 1st ADVANCE WARNING SIGN AND/OR DISTANCE BETWEEN EACH ADDITIONAL SIGN. FOR TYPICAL SIGN SPACINGS ON EXPRESSWAYS AND FREEWAYS, REFER TO THE CURRENT ADDITION OF TMUTCD. SMALLER SIGN SIZES MAY BE USED WHERE SIGN DESIGNS HAVE NOT BEEN INCLUDED IN THE "STANDARD HIGHWAY SIGNS DESIGN MANUAL". 1. SPECIAL OR LARGER SIZE SIGNS MAY BE USED AS NECESSARY. 2. DISTANCE BETWEEN SIGNS SHOULD BE INCREASED AS REQUIRED TO HAVE 450 m (1500') OR MORE ADVANCE WARNING. 3. DISTANCE BETWEEN SIGNS SHOULD BE INCREASED AS REQUIRED TO HAVE A 0.8 km (1 4. FOR USE ONLY ON SECONDARY ROADS OR CITY STREETS WHERE SPEEDS ARE LOW. 2 MILE) OR MORE ADVANCE WARNING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TRAFFIC CONTROL SIGNS JOINT C.I.P. SIGN (A, B & C) @ END OF PROJECT SEE STD. 802S-2A CMTA SIGN (A) SEE STD. 802S-2 CMTA SIGN (A) SEE STD. 802S-2 END CONSTRUCTION SIGN CONSTRUCTION AREA "ROAD WORK AHEAD" SIGN x x CMTA SIGN (A) SEE STD. 802S-2 (CMTA-CAPITAL METROPOLITAN TRANSIT AUTHORITY) JOINT C.I.P. SIGN (A, B & C) @ BEGINNING OF PROJECT SEE STD. 802S-2A (CIP-CAPITAL IMPROVEMENT PROJECT) NOTES: 1. OTHER REQUIRED SIGNS NOT SHOWN FOR CLARITY. 2. "X" DISTANCES SAME AS STANDARD TABLE SHOWN ON SHEET 13 OF 13. 35 mm R (1 1 2'' ) 600 mm (24'') WORK ZONE TRAFFIC FINES DOUBLE 65 mm (2 1 2'') 125 mm (5'') 75 mm (3'') 125 mm (5'') 65 mm (2 1 2'') 115 mm (4 1 2 '') 125 mm (5'') 75 mm (3'') 125 mm (5'') 75 mm (3'') 125 mm (5'') 115 mm (4 1 2 '') 450 mm (18'') 15 mm ( 5 8" ) 25 mm (1'') 35 mm R (1 1 2'' ) 750 mm (30'') 15 mm ( 5 8" ) 25 mm (1'') LETTERS - BLACK BORDER - BLACK BACKGROUND - ORANGE REFL. LETTERS - BLACK BORDER - BLACK BACKGROUND - WHITE REFL. SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPICAL CMTA/C.I.P. SIGN LOCATIONS SEE STANDARD DETAIL 804S-5 SHEET 5 OF 13 FOR SKID- MOUNTED SIGN SUPPORT. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS SPECIAL WORK ZONE SIGNS L I A T E R N O R E M A C S L I A T E D L O R T N O C C F F A R T I D A O R N O R E M A C 3 1 3 9 4 5 7 8 7 S A X E T , I N T S U A RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 6 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 7 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 8 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 9 OF 13 750 mm (30") C ACCESS TO Service Food Gasoline 120 mm 16") (4 13 88 mm 1 2") (3 63 mm 1 (2 2") B 900 mm (36") D A 1 50 mm ( 575 mm (23") C 2") WHITE RETROREFLECTIVE BORDER BLUE RETROFEFLECTIVE BACKGROUND WHITE RETROREFLECTIVE ARROW AND LETTERS WHITE RETROREFELCTIVE BUSINESS LOGO A B C D NOTES: 1. CONTRACTORS CAN MAKE BUSINESS NAMES REMOVABLE/CHANGEABLE AS AN OPTION. 2. BUSINESS LOGO ARE OPTIONAL. IF USED LETTERING MUST BE MINIMIZED. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS SPECIAL WORK ZONE SIGNS CHANNELIZING DEVICES BUSINESS ACCESS SIGNS AT COMMERCIAL DRIVES CONSTRUCTION AREA CONSTRUCTION AREA EXISTING DRIVEWAY TYPE I BARRICADES DRIVEWAY ACCESS BARRICADE DETAIL D A O R S S O R C X X PROJECT X D A O R S S O R C X ROAD WORK AHEAD WORK ZONE TRAFFIC FINES DOUBLE END ROAD WORK END ROAD WORK MAY BE MOUNTED ON BACK OF CW20-1 SIGN WITH APPROVAL OF ENGINEER OR DESIGNATED REPRESENTATIVE WORK ZONE TRAFFIC FINES DOUBLE ROAD WORK AHEAD MAY BE MOUNTED ON BACK OF TMUTCD CW20-1 SIGN WITH APPROVAL OF ENGINEER OR DESIGNATED REPRESENTATIVE (TMUTCD-TEXAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES) CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CROSSROAD SIGNING AND BARRICADING SEE STANDARD 804S-5 SHEET 12 OF 13 AND SHEET 13 OF 13 FOR GENERAL NOTES AND DEVICE SPACING. SIGNING AND BARRICADING CROSSROAD & DRIVEWAY 1. ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES AND WARNING SIGNS SHALL BE FURNISHED, PLACED, CONSTRUCTED AND MAINTAINED IN THE APPROPRIATE TYPES AND SIZES AND FLAGGER OPERATIONS EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE TEXAS MANUAL ON UNIFORM CONTROL DEVICES (TMUTCD), THE CITY OF AUSTIN STANDARD SPECIFICATIONS SERIES 800 AND THE CITY OF AUSTIN TRANS- PORTATION CRITERIA MANUAL, OR AS DIRECTED BY THE ENGINEER OR DESIGNATED RE- PRESENTATIVE. IF A CONFLICT ARISES THEN THE CITY OF AUSTIN TRANSPORTATION CRITERIA MANUAL SHALL CONTROL UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 2. THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS AT 974-7024 NO LATER THAN THE MONDAY OF THE WEEK DURING WHICH THE CONTRACTOR INTENDS TO SET UP BARRICADES TO START CONSTRUCTION. 3. PROPOSED CONSTRUCTION TRAFFIC MOVEMENTS MAY REQUIRE EXISTING SIGNAL HEADS TO BE RELOCATED. THE CITY OF AUSTIN WILL REVIEW SIGNAL HEAD LOCATIONS DURING CONSTRUCTION AND PERFORM THE REQUIRED ADJUSTMENTS. THE CONTRACTOR SHALL CONTACT THE TRANSPORTATION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS AT 974-7024, THREE (3) DAYS PRIOR TO PLACMENT ANY TRAFFIC CONTROLS WHICH MAY REQUIRE SIGNAL HEAD ADJUSTMENTS/RELOCATION. 4. THE CONTRACTOR SHALL PROVIDE ONE (1) FULL-TIME OFF-DUTY, UNIFORMED AUSTIN POLICE DEPARTMENT CERTIFIED PEACE OFFICER AND ONE (1) VEHICLE OF THE TYPE APPROVED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE FOR TEMPORARY LANE CLOSURES WHEN UNDERSEALING, MILLING, PAVING AND WHEN WORKING IN INTERSECTIONS AS PART OF THE TRAFFIC CONTROL OPERATIONS. THE PEACE OFFICER SHALL BE ABLE TO SHOW PROOF OF CERTIFICATION BY THE TEXAS COMMISSION ON LAW ENFORCEMENT OFFICER STANDARDS. 5. THE CONTRACTOR SHALL NOTIFY ALL OTHER GOVERNMENTAL AGENCIES WHOSE RIGHTS- OF-WAY ARE AFFECTED BY HIS WORK ACTIVITIES. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL TRAFFIC CONTROL DEVICES THAT THEY MAY NEED. 6. THE CONTRACTOR SHALL MAINTAIN ONE (1) DUST-FREE LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR APPROVED THE ENGINEER OR DESIGNATED REPRESENTATIVE. 7. THERE SHALL BE A MINIMUM OF THREE (3) METERS (10 FEET) CLEAR WIDTH FOR EACH LANE OF TRAFFIC IN CHANNELIZED AREAS, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 8. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. IF ACCESS CANNOT BE MAINTAINED, THE CONTRACTOR WITH THE APPROVAL OF THE ENGINEER OR DESIGNATED REPRESENTATIVE SHALL PROVIDE AT LEAST 24 HOUR WRITTEN NOTICE OF LIMITED ACCESS TO AFFECTED PROPERTY OWNERS. THE CONTRACTOR SHALL PROVIDE BUSINESS ACCESS SIGNS AS NEEDED TO NFORM DRIVERS OF THE LOCATIONS OF ALL DRIVEWAYS. 9. TEMPORARY LANE CLOSURES IN THE CENTRAL BUSINESS DISTRICT (CBD) OR ON ARTERIAL STREETS SHALL NOT BE PERMITTED DURING THE HOURS OF 7 AM TO 9 AM AND 4 PM TO 6PM MONDAY THROUGH FRIDAY UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE TRANSPORTATION DIVISION. 10.TRAFFIC CONTROL SHOWN ON STANDARD DETAILS IS TYPICAL. ADDITIONAL SIGNING AND/ OR BARRICADING, AS WELL AS TEMPORARY PAVEMENT MARKINGS AND OBLITERATION/ RESTORATION OF EXISTING PAVEMENT MARKINGS, MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS. FIELD ADJUSTMENTS TO TRAFFIC CONTROLS WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO ITEM NO. 803S "BARRICADES, SIGNS AND TRAFFIC HANDLING". 11.THE CONTRACTOR SHALL DESIGNATE A COMPETENT PERSON FOR TRAFFIC CONTROL. THE COMPETENT PERSON SHALL MAKE INSPECTIONS OF THE TRAFFIC CONTROL DEVICES AT LEAST TWO (2) TIMES A DAY (ONCE AT THE BEGINNING OF THE DAY AND ONCE AT THE END OF THE DAY), INCLUDING NON-WORKING DAYS, ENSURING THAT ALL DEVICES ARE IN THEIR PROPER PLACE AND ARE IN WORKING ORDER. 12.ALL DEVICES SHALL BE MADE USING MATERIALS LISTED ON THE TxDOT APPROVED PRODUCTS LIST. 13. ALL PERSONS WORKING WITHIN THE RIGHT-OF-WAY SHALL WEAR A BRIGHTLY COLORED SAFETY VEST. FOR NIGHTTIME WORK THE VEST SHALL BE RETROREFLECTIVE, 14. WHEN AN INTERSECTION IS CLOSED FOR CONSTRUCTION, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION IN SUCH A MANNER THAT THE CLOSURE TIME IS MINIMIZED. 15. THE CONTRACTOR SHALL NOTIFY THE CAPITAL METRO DISPATCHER AT 385-4295 ONE (1) WEEK PRIOR TO LANE CLOSURES ADJACENT TO BUS STOPS. DURATION OF WORK WORK DURATION IS A MAJOR FACTOR IN DETERMINING THE NUMBER AND TYPES OF DEVICES USED IN TEMPORARY TRAFFIC ZONES. THE FIVE (5) CATEGORIES OF WORK DURATION AND THEIR TIME AT A LOCATION ARE AS FOLLOWS: - LONG-TERM STATIONARY-WORK THAT OCCUPIES A LOCATION FOR MORE THAN 3 DAYS. - INTERMEDIATE-TERM STATIONARY-WORK THAT OCCUPIES A LOCATION FROM OVERNIGHT TO 3 DAYS. - SHORT-TERM STATIONARY-DAYTIME WORK THAT OCCUPIES A LOCATION FROM 1 TO 12 HOURS. - SHORT-DURATION WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR. - MOBILE-WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. Typical Transition Lengths and Suggested Maximum Spacing of Devices Minimum Desirable Taper Lengths (L) Meters (Feet) Suggested Max. Device Spacing Formula L=WS 2 60 L=WS 3.0(10) Offset Meters (feet) 3.3(11) Offset Meters (feet) 3.6(12) Offset Meters (feet) On a taper Meters (feet) 45 (150) 65 (205) 80 (265) 135 (450) 150 (500) 165 (550) 180 (600) 195 (650) 215 (700) 50 (165) 70 (225) 90 (295) (495) 165 (550) 185 (605) 200 (660) 215 (715) 235 (770) 55 (180) 75 (245) 100 (320) 165 (540) 180 (600) 200 (660) 220 (720) 235 (780) 255 (840) 9 (30) 10 (35) 12 (40) 13 (45) 15 (50) 16 (55) 18 (60) 19 (65) 21 (70) On a tangent Meters (feet) 15-20 (60-75) 25-25 (70-90) 25-30 (80-100) 25-30 (90-110) 30-35 (100-125) 35-40 (110-140) 40-45 (120-150) 40-50 (130-165) 45-55 (140-175) Suggested Sign Spacing Meters (Feet) "X" Dimension 40 (120) 50 (160) 75 (240) 100 (320) 120 (400) 150 (500) 180 (600) 210 (700) 240 (800) Posted Speed KPH (MPH) 50 (30) 55 (35) 65 (40) 70 (45) 80 (50) 90 (55) 100 (60) 105 (65) 115 (70) CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS GENERAL TRAFFIC CONTROL NOTES CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS GENERAL TRAFFIC CONTROL NOTES RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 10 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 11 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 12 OF 13 RECORD COPY SIGNED BY SAM ANGOORI 01/04/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 804S-5 13 OF 13 CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. 28 Sheet of 30 33 APPLICATION DATE: UNDER SECTION 03/12/19 112 OF SITE PLAN APPROVAL SP-2019-0107C FILE NUMBER: APPROVED ADMINISTRATIVELY ON CHAPTER EXPIRATION DATE (25-5-81, LDC) 25-5 OF THE CITY OF AUSTIN CODE. CASE MANAGER R ANDERSON DWPZ DDZ X DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING CS-CO PLAN 1 PLAN 2 PLAN 3 CORRECTION 1 CORRECTION 2 CORRECTION 3 FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. SP-2019-0107C RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. : ) . t r e V ( l e a c S : t o h s p a n S I g w d . S L I A T E D C F F A R T S N A L P G W D \ \ \ l i a t e R n o r e m a C \ : H : e l i F : ) . r o H ( l e a c S . o N b o J : y B n w a r D J R S : y B d e k c e h C 9 1 / 2 2 / 2 0 : e t a D : : : : i 1 n o s v e R i i 2 n o s v e R i i 3 n o s v e R i i 4 n o s v e R i SHEET of 28 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 115 of 20 h u r n u e c a r t g w d . n i t s u a , d a o r n o r e m a c 3 1 3 9 \ n i t s u a , l i a t e r n o r e m a c \ n w o r b m o t , g n i r e e n g n e i l i i v c n o s m a i j - n i t s u a , l i a t e r n o r e m a c \ s t c e o r p \ x o b p o r d j l a b \ : d M A 4 4 : 1 1 0 2 0 2 / 4 2 / 3 h u r n u e c a r t NOTES · If establishing vegetation during any stage of a drought, Section 6-4-30 may require a variance. Contact Austin Water Conservation staff at waterusecompvar@austintexas.gov or call (512) 974-2199. All landscaped areas are to be protected by 6 inch wheel curbs, wheelstops or other approved barriers as per ECM 2.4.7. [LDC 25-2-1004(A), ECM 2.4.7(A)] The Owner will continuously maintain the required landscaping in accordance with LDC Section 25-2-984. The irrigation will comply with City Code Chapter 6-4, Article 2, Division 2 regarding the City’s water conservation restrictions. This project meets the requirements of Chapter 25-2 Article 9 of the Land Development Code. Sprinklers are prohibited within 15 feet of transmission poles. Shrubbery shall not obstruct access to the base of the transmission structures. Climbing vegetation on electric facilities is prohibited. Compost and mulch are prohibited above the concrete foundation of the transmission poles. Provide mulch tree ring for all trees outside of beds. Install per detail #1 on specifications sheet. Provide bubbler. Mulch is in addition to quantities listed. Contractor is responsible for verifying all plant and material quantities. Irrigation sleeves shall be run to all landscaped areas prior to concrete pour. Drip irrigation in all beds, & spray irrigation in all lawn areas. · · · · · · · · · · · PLANT SCHEDULE TREES BC4 CE4 LO4 SR4 SHRUBS K L M R V Y COMMON NAME Bald Cypress Cedar Elm Live Oak Shumard Red Oak BOTANICAL NAME Taxodium distichum Ulmus crassifolia Quercus virginiana Quercus shumardii COMMON NAME Knock Out Rose Loropetalum, Plum Delight Maiden Grass Red Yucca Sandankwa Viburnum Beaked Yucca, `Blue Velvet` BOTANICAL NAME Rosa acicularis `Knock Out` Loropetalum chinense rubrum Miscanthus sinensis `Gracillimus` Hesperaloe parviflora Viburnum suspensum Yucca rostrata `Blue Velvet` SHRUB AREAS PUSG COMMON NAME Purple Salvia Greggii BOTANICAL NAME Salvia greggii `Purple` GROUND COVERS SPF COMMON NAME Silver Ponyfoot BOTANICAL NAME Dichondra argentea CONT - - - - CONT 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal CONT 5 gal CONT 1 gal CAL 4"Cal 4"Cal 4"Cal 4"Cal SIZE 10`-12` H min. 10`-12` H min. 10`-12` H min. 10`-12` H min. QTY 11 4 3 7 QTY 20 18 19 26 15 15 QTY 31 QTY 57 SPACING 18" o.c. TREE SUMMARY 1. Total Appendix F tree inches surveyed= 170.5" 2. Total Appendix F tree inches removed= 129" 3. Total Non-Appendix F and Invasive removed= 37.5" 4. Total Mitigation inches planted on site= 52" 5. Total Dead inches removed= 0" 6. Total Non-Mitigation inches planted on site= 48" REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION 1A 1B 1C 2 3 Lawn, Bermuda "Latitude 36" Sod, provide 2" of topsoil tilled into existing. Top of lawn 1" below top of adjacent concrete/hardscape. Flatten sod with lawn roller. Provide spray irrigation. Temporary irrigation only within septic fields or Right of Way (R.O.W.). Pre emergent weed treatment recommended. Limit of sod lawn. Lawn, Bermuda "Blackjack" Hydromulch. Include Perennial Ryegrass if planted in cool season. Provide 2" of additional top soil. Tackifier additive for hydromulch. Spray irrigation. Temporary irrigation only within septic fields or Right of Way (R.O.W.). Temporary irrigation until established if outside of property line. Pre emergent weed treatment recommended. Steel edge, 3/16" x 4" landscape edging as manufactured by Ryerson, or equal, dark green and furnished with steel stakes. Install edging in smooth curves free of kinks. Final height of edging to be 1" above height of soil mat of sod. Mulch, Native Hardwood. 3" deep with 6" of "Growers Mix" soil (40% compost, 40% loam, 10% sand) tilled into existing soil in all areas of the bed. Drip irrigation. Ensure that drip line is placed above rootballs. 1C 1B 1C 1B 1A SHADE TREE, 4" CALIPER · · 2.5" MITIGATION 1.5" STREET YARD 1A 2 1A 1A SHADE TREE, 4" CALIPER · · 2.5" MITIGATION 1.5" STREET YARD 1A 3 - K 3 - M 7 - R 3 - Y 3 - K 3 - M 6 - PUSG 18 - SPF 1 - BC4 6 - R 3 - PUSG 1 - BC4 3 - M 1A 1A S T R E E T Y A R D 6 - BC4 1A 3 2 SHADE TREE, 4" CALIPER · 1.5" PARKING · 1.5" STREET YARD · 1" MITIGATION 3 1A 2 3 - R 1A 1 - BC4 1A INNOVATIVE WATER MANAGEMENT KEY A1 = Undisturbed Landscape Area: A1 Innovative Water Management Calculation *EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B - BY OTHERS) (CURRENTLY UNDER REVIEW) 1A 1C 1A 1B ROADWAY DISTURBANCE AND REVEGETATION BY OTHERS 2 3 9 - PUSG 2 20 - SPF 1 - BC4 19 - SPF 3 1B 1C 1C 1B 1A 3 - M 5 - K 3 6 - L 2 3 - Y 5 - L 1B 1B 1 - SR4 8 - PUSG 2 1A 5 - V 1A INVASIVE 10 - R 2 4 - K 3 5 - V 3 - L 2 1 - LO4 INVASIVE INVASIVE SHADE TREE, 4" CALIPER · 1.5" PARKING · 1.5" STREET YARD · 1" MITIGATION 3 - CE4 SHADE TREE, 4" CALIPER · 1.5" PARKING · 1.5" STREET YARD · 1" MITIGATION 2 1A 1 - CE4 1A STREET YARD SHADE TREE, 4" CALIPER · · 2.5" MITIGATION 1.5" STREET YARD SHADE TREE, 4" CALIPER · · 2.5" MITIGATION 1.5" STREET YARD 1 - SR4 1 - SR4 ONE STORY RETAIL=8,400 s.f. RESTAURANT=1,600 s.f. 60' MAX. HT. SLAB ON GRADE FFE=663.0 1 - LO4 1A SHADE TREE, 4" CALIPER · · 2.5" MITIGATION 1.5" STREET YARD STREET YARD 1A 1 - SR4 1 - LO4 1 - BC4 1A 1A 1A 1B SHADE TREE, 4" CALIPER · 1.5" PARKING · 2.5" MITIGATION 1A SHADE TREE, 4" CALIPER · · 2.5" MITIGATION 1.5" STREET YARD 1A T 1A 1B 1B 1B 1B 1B 1A R 1B Know what's below. Call before you dig. 1B 1C 1A 1B 1A 5 - Y 4 - L 2 1A 1B 1A 1B 1A 1B 5 - V 5 - K 1B 1A 3 1C 5 - PUSG 2 1 - SR4 3 - M 1B 1B D 2.5" MITIGATION 1.5" STREET YARD SHADE TREE, 4" CALIPER · · D 4 - Y 4 - M 1A 2 - SR4 DETENTION POND 1A SHADE TREE, 4" CALIPER · 4" MITIGATION D N O P . D E S FILT. POND 1A 1B A1 INVASIVE 1A Natural Area to Remain Undisturbed A1 A1 STREET YARD STREET YARD O N H T R 40 60 feet 0 20 SCALE: 1" = 20' e t a D 9 1 0 2 / 6 0 / 8 0 9 1 0 2 / 4 0 / 9 0 0 2 0 2 / 6 2 / 2 0 n o i t p i r c s e D s t n e m m o c y t i c d n a s e g n a h c e s a b r e p s e t a d p U s e g n a h c e s a b r e p s e t a d p U s e g n a h c e s a b r e p s e t a d p U v e R 1 2 3 Consultant Seal Company Name and Address 2 1 e t S , t i S n a M W 6 0 3 4 6 6 8 7 X T , k c o R d n u o R m o c . A L r i a B @ l l l i W r i a B l . S m a i l l i W 9 7 9 8 - 2 2 5 ) 2 1 5 ( m o c . A L r i a B w w w . l LANDSCAPE CALCULATIONS REQUIRED TOTAL SITE AREA _______________________________________________________________________________ STREET YARD PROVIDED Total Area Landscaped Area Trees REQUIRED 7,745sf (20%) 21 38,727sf 17,387sf (44%) 21 PROVIDED 56,816sf · Ex. 2" to 6" 0 X 1ea.= 0 tree · Ex. 6" or greater 0 X 2ea.= 0 trees · 21 Proposed SY Trees + 0 Ex.= 21 Trees Provided ·· (10 trees + 1 tree for every 2,500sf over 10,000sf) _______________________________________________________________________________ EXISTING TREES TOTAL KEPT REMOVED REQ. MITIGATION Appendix F Trees · Heritage · 19"-Heritage --" · 8" to 18.9" All Other Trees --" --" --" --" --" 170.5" 41.5" 129" · 19" & greater · 8" to 18.9" --" --" --" --" --" --" TOTAL: 64.5" of Mitigation --" (300%) 0" (100%) 64.5" (50%) --" (50%) --" (25%) EXISTING TREES REMOVED PER C8-2018-0115.0B - RUNDBERG LANE EXTENSION TOTAL KEPT REMOVED REQ. MITIGATION Appendix F Trees · Heritage · 19"-Heritage 78.5" 0" · 8" to 18.9" All Other Trees 70" --" --" 0" --" 78.5" 70" · 19" & greater · 8" to 18.9" --" --" --" --" --" --" --" (300%) 78.5" (100%) 35" (50%) --" (50%) --" (25%) _______________________________________________________________________________ REPLACEMENT TREES Required caliper inches replaced = 64.5" Number & Size of replacement tree total: · 100" by proposed trees ·· 25 trees @ 4" caliper · Less Street Yard Trees Inches ·· 21 trees @ 1.5" caliper · Less Parking Trees Inches ·· 11 trees @ 1.5" caliper Total Provided = 100" = (31.5) = (16.5) = 52" · 12.5" caliper inches of trees removed from this site are to be mitigated by a payment of ($2,500) to the Urban Forest Replenishment Fund (i.e., private trees) ________________________________________________________________________________ ISLANDS, MEDIANS, OR PENINSULAS REQUIRED PROVIDED · Street Yard (90sf per 12 stalls, 42 stalls) · Non Street Yard (60sf per 12 stalls, 8 stalls) 315sf 1,286sf 40sf 400sf _________________________________________________________________________________ REQUIRED: 406 PROVIDED: 407 BUFFERING POINTS QTY PREFERRED PTS. OTHER PTS. PROVIDED Small Trees Larger Trees SIZE 1-1.5"cal --- 2-2.5"cal --- 3-3.5"cal --- 1-1.5"cal --- 2-2.5"cal --- 3-3.5"cal --- 1gal --- 5gal 87 Medium Shrubs 1gal --- 5gal 26 1gal --- 5gal 34 Large Shrubs Small Shrubs 3 ea. 6 ea. 9 ea. 3 ea. 6 ea. 9 ea. 1 ea. 3 ea. 1 ea. 3 ea. .5 ea. 2 ea. --- pts 1 ea. --- pts 2 ea. 3 ea. --- pts 1 ea. --- pts --- pts 2 ea. --- pts 3 ,a. 1/3 ea. --- pts 1 ea. 261 pts 1/3 ea. --- pts 1 ea. 78 pts --- pts 1/6 ea. 2/3 ea. 68 pts Decorative Wall (3' min height) Berm (3' min. @ no greater than 4:1 slope _________________________________________________________________________________ INNOVATIVE WATER MANAGEMENT Required Landscape Area = 7,745sf + 40sf = 7,785sf 50 Percent of Required Landscape Area = 3,892.5sf --lf X 3= --- pts --lf X 1= --- pts · Landscaping Receiving Stormwater Runoff · Undisturbed Natural Areas · Undisturbed Existing Trees Total REQUIRED ---sf PROVIDED ---sf 3,892.5sf 4,390sf ---sf ---sf 3,892.5sf 4,390sf H I L C R A EP B A C . S S D N A M CT I R T E A S A X E T F 1 4 7 2 O E T S T A A I L L D E R STE L I W I REG William S. Blair March 24, 2020 Project Name and Address l i a t e R n o r e m a C d a o R n o r e m a C 3 1 3 9 s a x e T , n i t s u A Sheet Title l n a P e p a c s d n a L Design By: Will Blair Issue Date: 02/21/2019 Project Number: 19016-LP L1 29 OF 33 SP-2019-0107C June 25, 2020Type Name HereAustin Water2020088465202008846603/12/1925-5112XSP-2019-0107C3308/12/20208/12/20208/12/20238/12/2020CS-CO09 SP-2019-0107C(XT2) - Cameron Retail; District 116 of 20 LANDSCAPE PLANTING SPECIFICATIONS h u r n u e c a r t A. Guarantee - All labor, materials and plants will be guaranteed for a period of twelve (12) months after the final acceptance of work by Owner. All plants that have died or are unhealthy shall be replaced no later than 30 days from the anniversary date of the final acceptance. This guarantee does not apply to plant material that dies due to abnormal freezes, hail, abnormal high winds, or other acts of God, vandalism or lack of normal maintenance and watering. This guarantee does not apply to annual plantings. B. Contractor is to verify all site dimensions and layout prior to the commencement of landscape construction. Any discrepancies between the drawings and the actual site conditions shall be brought to the attention of the owner’s representative immediately. C. Contractor is responsible for verification of the location of all underground utilities, repair to said utilities as a result of the work of the contractor shall be the responsibility of the contractor. Refer to the drawing for any additional information. D. Contractor is responsible for maintaining positive drainage in all shrub and turf planting areas. E. Tree pits are to be the same depth as the root ball and 24” wider. Prior to planting the pit should be filled with water to check for good drainage. If water does not drain the Contractor should check with the Landscape Architect to relocate the tree. F. Trees should be positioned in the center of the tree pits, back filled with soil that was excavated from the pit until the surface is level with the surrounding area and the crown of the plant is at the finished grade. Build a water basin around the tree (36” dia.). Water until planting pit is soaked and soil has settled. Add soil necessary to bring soil level flush with surrounding ground. Fill the basin with three (3) inches of compost. G. All plant material shall conform to the standards of the latest edition of “American Standard for Nursery Stock” by The American Association of Nurserymen and “Grades and Standards” by The Texas Association of Nurserymen. A plant shall be dimensioned as sit stands in its natural position. All plants shall be at least the minimum size indicated. Larger stock is acceptable at no additional cost, and providing that the larger plants will not be cut back to size indicated. It is the landscape contractor’s responsibility to provide plants free of disease or pests. Space specified quantity of plant materials to evenly fill designated areas, adjusting spacing indicated on the drawings as required. Landscape architect or owner to have final approval of locations of all trees, shrubs and groundcover beds. H. I. J. Contractor is responsible for removing all clods, rocks, concrete, trash and any other debris from beds prior to adding soil ix or plant material. K. All planting beds shall have six (6) inches of "Growers Mix" soil (40% compost, 40% loam, 10% sand) tilled into existing soil in all areas of the bed. A three (3) inch layer of shredded organic hardwood bark mulch shall be applied to all beds after planting is completed. Four (4) inch pots and ground cover may be planted through the mulch. L. Contractor is responsible for removal of trash and repair of hazardous conditions (tools, open holes, et.) on a daily basis by the end of the work day. M. Water all plantings in bed areas thoroughly on a daily basis until final acceptance. N. Steel edging shall be 3/16” x 4” landscape edging as manufactured by Ryerson, or equal, dark green and furnished with steel stakes. Install edging in smooth curves free of kinks. Final height of edging to be 1” above height of soil mat of sod. O. To prepare turf areas treat them with a selective herbicide two weeks prior to P. If sodding is to take place the sod should be gathered and planted within a 48 hour period. Lay the sod to form a solid mass with tight fitting joints. Butt ends and sides of sod and offset joints in adjacent courses. Roll sod to ensure good contact with soil. If planting on a slope be sure to lay courses parallel to the contours and secure sod with pins if necessary. Site preparation and maintenance will be the same for hydromulching. Q. Water sod daily so as to not allow turf blades to wilt. If necessary water twice per day. R. Apply slow release fertilizer 15-15-15 or equal at a rate of 2 lbs. per 100 s.f. to all turf or planted areas. S. Contractor shall keep all construction areas and public streets free from accumulation of waste material. Upon completion of construction and prior to final approval contractor shall thoroughly clean the site of all trash, spilled soil, and litter, etc. that has resulted from landscape construction operations. Repair all damage to finish grade including tailings from excavations, wheel ruts, etc. caused from construction. All debris, trash and excess materials and equipment shall be removed from the site prior to final acceptance. T. Remove all tags, ribbons and wires from all newly installed plant material. LANDSCAPE MAINTENANCE REQUIREMENTS The owner shall be responsible for: A. Regular maintenance of all required landscape areas and plant materials in a vigorous and healthy condition, free from diseases, pests, weeds, and litter. This maintenance shall include weeding, watering, fertilization, pruning, mowing, edging, mulching or other needed maintenance, in accordance with generally accepted horticultural practice. B. The repair or replacement of required landscape structures (walls, fences, etc.) to a structurally sound condition. C. The regular maintenance, repair, or replacement, where necessary, of any required screening or buffering. D. All open space areas that are to be preserved as natural plant communities shall be trimmed, at least once a year, of all exotic vegetation, lawn grasses, trash, or other debris. Natural area should be mulched, pruned and otherwise maintained so that plants are vigorous. WATER WELL: 4" HIGH AT SHRUB, NO WATER WELL AT LAWN AREA. " 2 + L L A B T O O R N O L L A G 5 T A " 4 1 N O L L A G 1 T A " 8 N O L L A G 5 1 T A " 0 2 3 X ROOTBALL 18" AT 1 GALLON 33" AT 5 GALLON 48" AT 15 GALLON SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. 3" DEEP ORGANIC MULCH AT WATER WELL. FINISHED GRADE. PLANT TABLETS AS NOTED OR SPECIFIED. BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. NATIVE SOIL MIX FIRMLY COMPACTED. sodding or seeding. Then rake area to remove stones, sticks and other debris. Soil depth to be 6" for all turf areas. Rake area to a finish grade (1” below walks and curbs). DO NOT PRUNE TERMINAL LEADER 2 SHRUB PLANTING 1" = 1'-0" TREE PROTECTION FENCE LOCATIONS NO SCALE LINEAR CONSTRUCTION THROUGH TREES BOARDS REMOVE DEAD OR BROKEN BRANCHES ONLY REMOVE NURSERY APPLIED TREE WRAP, TAPE, OR STRING FROM TREE TRUNK AND CROWN. REMOVE ANY TAGS OR LABELS CRZ BOARDS REMOVE SUCKERS ORGANIC MULCH 3" DEEP LEAVING 6" DIAMETER CIRCLE OF BARE SOIL AROUND TRUNK OF TREE IDENTIFY TRUNK FLARE AND SET ROOT BALL LEVEL TO GRADE OR SLIGHTLY ABOVE GRADE (1/2") CENTER ROOTBALL IN PLANTING HOLE. LEAVE BOTTOM OF PLANTING HOLE FIRM. DO NOT AMEND SOIL UNLESS PLANTING IN POOR OR SEVERLY DISTURBED SOIL OR BUILDING RUBBLE. USE WATER TO SETTLE SOIL AND REMOVE AIR POCKETS, AND FIRMLY SET TREE. GENTLY TAMP IF NEEDED X X X X X X X X X X WOOD CHIP MULCH AREA. (4"-6" DEPTH) NATURAL AREAS LIMIT OF CONSTRUCTION LINE AS SHOWN ON PLAN. TEMPORARY ACCESS ROAD, EXISTING ROADWAY OR EASEMENT, AS APPROVED. BREAK UP (SCARIFY) SIDES OF PLANTING HOLE REMOVE NURSERY MATERIAL SURROUNDING ROOTBALL PRUNE GIRDLING ROOTS * STAKING MAY BE USED AT THE DISCRETION OF THE APPLICANT. POST AND TIES ARE TO BE ESTABLISHED WITHOUT HARMING THE TREE (E.G. NON-BINDING STRAPS, POSTS ESTABLISHED OUTSIDE OF ROOTBALL) BUT ENSURE THAT ALL STAKING MATERIAL IS REMOVED AFTER ONE YEAR INDIVIDUAL TREE CRITICAL ROOT ZONE (CRZ) RADIUS (1 FT. PER INCH OF TRUNK DIAMETER) X X X X X X X I = T H G E H E L O H F O T H G E H I L L A B T O O R EXISTING SUBSTRATE * SEE ANSI A300 (PART1) FOR ADDITIONAL INFORMATION REGARDING PRUNING STANDARDS HOLE WIDTH = 3 X WIDTH OF ROOTBALL * SEE ANSI 260.1 FOR NURSERY STOCK STANDARDS g w d . n i t s u a , d a o r n o r e m a c 3 1 3 9 \ n i t s u a , l i a t e r n o r e m a c \ n w o r b m o t , g n i r e e n g n e i l i v c i n o s m a i j - n i t s u a , l i a t e r n o r e m a c \ s t c e o r p \ x o b p o r d j l a b \ : d M A 4 4 : 1 1 0 2 0 2 / 4 2 / 3 h u r n u e c a r t IRRIGATION SPECIFICATIONS IRRIGATION NOTES (EMC APPENDIX O) A. An area equal to at least 50% of the total required landscaped area on a project must: A.1. A.2. be undisturbed natural area(s) or undisturbed existing trees with no potable irrigation;or be irrigated by stormwater runoff conveyed from impervious surfaces on the site. See Section 2.4.9 (Innovative Water Management for Commercial Landscaping) of the Environmental Criteria Manual for guidance on how to comply with this requirement. Since landscaped areas irrigated by storm water runoff have different plant water requirements, these areas should have separate zone valves and circuits for an automatic irrigation system (refer to Irrigation Guidelines in Appendix O). B. Using irrigation methods described in Section E below, the Owner shall be responsible for supplemental irrigation: B.1. For the first two growing seasons of a newly planted required landscaped area without permanent irrigation (see Section C below). For the purposes of this section, a growing season shall be defined as spring. B.2. Permanently for all newly planted trees in a required landscape area. B.3. Permanently for all newly planted required landscaping located in medians, islands, or Automatic irrigation systems shall comply with TCEQ Chapter 344, as well as the following requirements: 1.These requirements shall be noted on the Site Development Permit and shall be implemented as part of the landscape inspection: A.the system must provide a moisture level adequate to sustain growth of the plant materials; B.the system does not include spray irrigation on areas less than ten (10) feet wide (such as medians, buffer strips, and parking lot islands); C.circuit remote control valves have adjustable flow controls; D.serviceable in-head check valves area adjacent to paved areas where elevation differences may cause low head drainage; E.a master valve installed on the discharge side of the backflow preventer; Fabove-ground irrigation emission devices are set back at least six (6) inches from impervious surfaces; peninsulas, except as specified in Section C below. G.an automatic rain shut-off device shuts off the irrigation system automatically C. Permanent irrigation is not required for newly planted landscaping, other than newly planted trees, if after more than a one-half inch (½") rainfall; and the landscaped area is: C.1. Receiving stormwater runoff in accordance with Section 2.4.9; C.2. Planted with native and/or adapted plants that are drought tolerant (see the Plant Selection and Plant Species sections in 1.6.7.C of this manual for recommendations); Located in areas of the site with low foot-traffic to prevent compaction of the soil; and C.3. C.4. Providing temporary irrigation for the first two growing seasons. Although permanent irrigation is not required under these circumstances, all vegetation must be kept in a healthy condition to achieve permanent vegetative stabilization of the site per Section 1.4.7 of this manual. Permanent vegetative cover stabilizes the soil, reduces damages from sediment and runoff to downstream areas, improves wildlife habitat, and enhances natural beauty. D. No permanent irrigation is required for all or a portion of a required landscaped area that consists of: D.1. D.2. undisturbed natural area; or undisturbed existing trees. E. Supplemental irrigation required may be provided utilizing one or a combination of the following methods: E.1. E.2. E.3. An automatic or manual underground irrigation system (conventional spray, bubblers, drip, otherwise approved; A hose attachment within 100 feet of a landscaped area or plant where there is no road or parking pavement between the hose attachment and landscaped area or plant; or A temporary and above ground irrigation system in accordance with the design criteria in Section 25-2-1008 If the site plan area is smaller than 0.5 acres, the site may rely solely on a hose attachment for areas requiring permanent supplemental irrigation, including newly-planted trees. Although the site must still comply with the 50% stormwater irrigation requirement, installation of an underground irrigation system, including bubblers for newly-planted trees, is not required. F. The irrigation methods used shall: F.1. F.2. F.3. F.4. Provide a moisture level in an amount and frequency adequate to sustain growth of the plan materials on a permanent basis; Be in place and operational at the time of the landscape inspection unless an alternative method is approved under Section 25-2-1008 of the LDC; and Be maintained and kept operational at all times to provide for efficient water distribution. Landscape working plans shall indicate, by a detail a drawing or by specification in a note on the site plan, the nature and location of irrigation which will be used; these should be specific enough to show that adequate irrigation will be provided to all required landscape areas and plant materials and that there is no disturbance to the critical root zones of existing trees. G. Automatic irrigation systems shall comply with the Irrigation Guidelines. These guidelines shall be noted on the Development Permit (refer to Appendix O) and shall be implemented as part of the landscape inspection. H.newly planted trees shall have permanent irrigation consisting of drip or bubblers. 2.The irrigation installer shall develop and provide an as-built design plan to the City at the time the final irrigation inspection is performed; A.unless fiscal security is provided to the City for the installation of the system, it must be operational at the time of the final landscape inspection. 3.The irrigation installer shall also provide exhibits to be permanently installed inside or attached to the irrigation controller, including: A.a laminated copy of the water budget containing zone numbers, precipitation rate, and gallons per minute; and a zone map with the isolation valve location. 4.The irrigation installer shall provide a report to the City on a form provided by Austin Water certifying compliance with Subsection 1. When the final plumbing inspection is performed by the City. TREE PROTECTION FENCE - CHAIN LINK NO SCALE NOTE: LIMITS OF WOOD CHIP MULCH AREA AND DISTANCE FROM TRUNK TO WORK AREA SHALL BE SUBJECT TO THE APPROVAL OF THE FORESTRY MANAGER. TREE PROTECTION FENCE. (20'-0'' FOR 20'' DIA. TREE) BUILDING X X X X XX X X X X X X WOOD CHIP MULCH AREA. (4"-6" DEPTH) TREES IN PAVING AREA FENCE AT CRZ PRIOR TO CLEARING, GRADING AND PAVING. PERMEABLE PAVING AREA. X X X X X X CURB X X X FENCE LOCATION DURING PERMEABLE PAVING INSTALLATION. TREES NEAR CONSTRUCTION ACTIVITY NECESSARY WORK AREA (WOOD CHIP MULCH) (4" TO 6" DEPTH) X X X X X X X X X X X CRZ ADD BOARDS STRAPPED TO TRUNK WHEN FENCE WILL BE LESS THAN 5' FROM TRUNK. GROUP OF TREES FENCING AT CRZ. (TYP.) X X X X X X NOTE: X X X LIMITS OF MULCH AREAS AND DISTANCE FROM TRUNKS TO WORK/ PERMEABLE PAVING AREAS SHALL BE SUBJECT TO THE APPROVAL CRZ TREE PROTECTION FENCE AT CRZ. LIMITS OF VARIES CRITICAL ROOT ZONE RADIUS=1 FOOT PER INCH OF TRUNK DIAMETER WOOD CHIP MULCH. (6'' DEPTH) *AS NEEDED TO PROVIDE NECESSARY WORK SPACE. IF LESS THAN 5', THEN ADD BOARDS STRAPPED TO TRUNK. (20'-0'' FOR 20'' DIA. TREE) DRIPLINE C R Z A R S DIU CHAIN LINK FENCE. ) ' ' 0 - ' 5 ( (10'-0'') MAXIMUM DRIPLINE (VARIES) FENCE LOCATION (LIMITS OF CRITICAL ROOT ZONE) RADIUS=1 FOOT PER INCH OF TRUNK DIAMETER e t a D n o i t p i r c s e D v e R Consultant Seal Company Name and Address 2 1 e t S , t i S n a M W 6 0 3 4 6 6 8 7 X T , k c o R d n u o R m o c . A L r i a B @ l l l i W r i a B l . S m a i l l i W 9 7 9 8 - 2 2 5 ) 2 1 5 ( m o c . A L r i a B w w w . l H I L C R A EP B A C . S S D N A M A I L L D E R STE L I W I REG CT I R T E A S A X E T F 1 4 7 2 O E T S T A William S. Blair March 24, 2020 Project Name and Address l i a t e R n o r e m a C d a o R n o r e m a C 3 1 3 9 s a x e T , n i t s u A Sheet Title & e p a c s d n a L n o i t a g i r r I s n o i t a c i f i c e p S Design By: Will Blair Issue Date: 02/21/2019 Project Number: 19016-LP L2 30 OF 33 SP-2019-0107C TREE PLANTING DETAIL (Figure 3-14) City of Austin 1 FENCING AT CRZ. OF THE FORESTRY MANAGER. SP-2019-0107C03/12/1925-51123308/12/20208/12/20208/12/20238/12/2020CS-CO09 SP-2019-0107C(XT2) - Cameron Retail; District 117 of 20 31 of 33 SP-2019-0107C CAMERON RETAILDETENTION POND DESIGN9313 CAMERON ROADAUSTIN, TEXAS08/12/20208/12/20208/12/20238/12/20203109 SP-2019-0107C(XT2) - Cameron Retail; District 118 of 203/25/2020 32 of 33 SP-2019-0107C CAMERON RETAILDETENTION POND DESIGN9313 CAMERON ROADAUSTIN, TEXAS08/12/20208/12/20208/12/20238/12/20203209 SP-2019-0107C(XT2) - Cameron Retail; District 119 of 203/25/2020 33 of 33 SP-2019-0107C CAMERON RETAILDETENTION POND DESIGN9313 CAMERON ROADAUSTIN, TEXAS08/12/20208/12/20208/12/20238/12/20203309 SP-2019-0107C(XT2) - Cameron Retail; District 120 of 20