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

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ZONING & PLATTING COMMISSION SITE PLAN EXTENSION REVIEW SHEET CASE NUMBER: SP-2019-0107C(XT2) ZAP HEARING DATE: July 15, 2025 PROJECT NAME: Cameron Retail ADDRESS OF SITE: 9313 Cameron Road COUNCIL DISTRICT: 1 NEIGHBORHOOD PLANNING AREA: N/A WATERSHED: Little Walnut Creek JURISDICTION: Full-Purpose APPLICANT/ OWNER: AGENT: Zain Fidai Rundberg Development, LLC 11500 Citrus Cove Austin, TX 78750 Stephen R. Jamison, PE Jamison Civil Engineering, LLC Austin, TX 78750 (512) 534-1162 (737) 484-0880 CASE MANAGER: Heather Chaffin (512) 974-2140 heather.chaffin@austintexas.gov PROPOSED DEVELOPMENT: The applicant is requesting a three-year extension to a previously approved site plan. The site plan was originally approved on August 12, 2020, with an expiration date of August 12, 2023. The site plan was approved to construct 10,000 square feet of retail and restaurant land use, with related parking, utilities and other improvements on the 1.31-acre site. The site plan was later granted an administrative extension to August 12, 2024. When the site plan was initially filed in 2019, the City of Austin East Rundberg Lane Extension project was in design to extend Rundberg Lane east from the intersection of Rundberg Lane and Cameron Lane to Ferguson Lane in the east. The construction plans for this extension (City File # C8-2020-0012.0B) were filed in 2020 and approved in February 2022. The roadway extension adjacent to this site was completed in early 2025. The plans and improvements for the roadway extension included driveway access, water/wastewater service connections, and floodplain and drainage improvements in the existing creek. Additionally, the roadway extension plans required 4 site plan corrections. If construction on the Cameron Retail site plan had begun concurrently with the roadway extension, several changes and corrections would have been triggered by the corrections required by the roadway plans. Additional delays in construction were caused by the Covid environment in the early 2020s, affecting financing and market conditions. A 12” water line permitted under the Cameron Retail site plan (City File # SP-2019-0107C) has been constructed in the Cameron Road right-of-way. No other improvement from this site plan have been constructed. SUMMARY STAFF RECOMMENDATION: Staff recommends approval to extend this site plan permit by three years, from August 12, 2024, to 09 SP-2019-0107C(XT2) - Cameron Retail; District 11 of 20SP-2017-0478D(XT2) All Stor Westlake August 12, 2027, based on the case meeting criteria from LDC Section 25-5-62(C)(1)(a). 25-5-63(C) Extension of released site plan by the Land Use Commission: “the Land Use Commission may extend the expiration date of a released site plan beyond the date established by this chapter if the Land Use Commission determines that the request complies with the requirements for extension by the director under 25-5-62 (Extension of Released Site Plan by Director).” 25-5-62(C) The director may extend the expiration date of a released administrative site plan one time for a period of one year if the director determines that there is good cause for the requested extension; and (1) the director determines that: a) the site plan substantially complies with the requirements that apply to a new application for site plan approval; b) the applicant filed the original application for site plan approval with the good faith expectation that the site plan would be constructed; c) the applicant constructed at least one structure shown on the original site plan that is suitable for permanent occupancy; or d) the applicant has constructed a significant portion of the infrastructure required for development of the original site plan; and SUMMARY OF SITE PLAN: LAND USE: The site is zoned All site calculations are within the allowed amount. ENVIRONMENTAL: All environmental comments have been cleared. TRANSPORTATION: All transportation comments have been cleared. PREVIOUS APPROVALS: 08/12/2000: 10/19/2023: Site Plan administrative approval. Permit expiration: 08/12/2023 One-year administrative extension approved. Permit expiration moved to 08/12/2024. PROJECT INFORMATION: SITE AREA EXISTING ZONING FLOOR-AREA RATIO BUILDING COVERAGE IMPERVIOUS COVERAGE 1.31 acres CS-CO Allowed 2:1 95% 95% Proposed 0.176:1 17.6% 57.3% EXISTING ZONING AND LAND USES: ZONING LAND USES North CS-CO South East West LI CS-CO GR-NP, LI-NP General Retail Sales (Convenience), Service Station (across Rundberg Lane Extension (under construction)) Religious Assembly Undeveloped, mixed Limited Warehousing & Distribution General Retail Sales (Convenience), Service Station, Personal Services, mixed commercial uses (across Cameron Road) ABUTTING STREETS: Street Pavement Width Classification Cameron Road Rundberg Lane Extension Varies (115’ – 125’) 116’ Level 4 Arterial Level 3 Arterial 09 SP-2019-0107C(XT2) - Cameron Retail; District 12 of 20 SP-2017-0478D(XT2) All Stor Westlake NEIGHBORHOOD ORGANIZATIONS: Austin Independent School District Friends of Austin Neighborhoods Homeless Neighborhood Association Austin Neighborhoods Council Harris Branch Master Association, Inc. Overton Family Committee ATTACHMENTS: A. Aerial Exhibit B. Non-Administrative Extension Request Letter C. Administrative Extension Approval Letter D. Site Plan Set 09 SP-2019-0107C(XT2) - Cameron Retail; District 13 of 20 Property Profile Cameron Retail Aerial Exhibit SP-2019-0107C(XT2) Legend Review Cases Site Plan Review Cases- IN REVIEW Zoning 1 Zoning Text 0 350 700 ft 7/3/2025 This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey. This product has been produced by the City of Austin for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. Notes 09 SP-2019-0107C(XT2) - Cameron Retail; District 14 of 20 JCE Office: (737) 484-0880 Fax: (737) 484-0897 E-Mail: steve@jamisoneng.com Jamison Civil Engineering LLC TBPE #F-17756 13812 Research Blvd. #B-2 Austin, Texas 78750 May 29, 2025 City of Austin Development Services Department 63110 Wilhelmina Delco Dr. Austin, Texas 78752 Re: Cameron Retail SP-2019-0107C(XT2) Site Plan Extension #2 Compliance Letter To whom it may concern, We hereby request a 3-year Land Use Commission approved extension, (per Section 25- 5-63 LDC), to the original site development permit (SP-2019-0107C). The original site plan permit expiration date was 08/12/2023, with an approved one-year administrative extension approved on 10/19/2023. Justification: 1. The original site plan permit for this project was issued on 08/12/2020. The adjacent East Rundberg Lane Extension (C8-2020-0012.1B) was not completed until early 2025. These improvements included driveway access to the site from East Rundberg Lane, the wastewater service connection for this project and the flood plain / drainage improvements in the existing creek. Concurrently working on the site plan improvements and the East Rundberg Lane would likely causing coordination and potential improvement corrections/changes to the site plans, etc. Please note there were five (5) corrections to the approved East Rundberg Lane Extension (C8-2020-0012.1B) originally approved plans. 2. In addition to the time needed to finish the East Rundberg Lane Extension (C8- 2020-0012.1B) improvements, delays due to the previous Covid environment, increased cost implications for the time lost, market volatility and interest rates increases over the permit duration, the constructing of the approved improvements was not feasible. 3. Please Note: The installation of the 12” water line proposed with SP-2019-0107C located in the ROW of Cameron Rd. has been completed. No other improvements proposed with SP-2019-0107C have been installed. 09 SP-2019-0107C(XT2) - Cameron Retail; District 15 of 20 Please Note: The site plan being submitted for this extension substantially complies with the COA standards that apply to a new application as of the extension filing date of 08/15/2024. The proposed site complies with the TIA assumptions and conclusions that were outlined in the 9309 Cameron Road TIA Memo and approved with the June 9, 2000 submittal for zoning application C14-00-2156. Per Section 25-5-63 LDC: (A) (B) (C) An applicant may request that the Land Use Commission extend the expiration date of a released site plan if the expiration date was previously extended under Section 25-5-62 (Extension Of Released Site Plan By Director), except that no extension may be granted for a site plan associated with a project that has expired under Chapter 25-1, Article 12, Division 3 (Expirations). The Land Use Commission shall hold a public hearing on a request to extend the expiration date of a released site plan under this section before it may act on the request. The director shall give notice under Section 25-1-132(A) (Notice Of Public Hearing) of the public hearing. The Land Use Commission may extend the expiration date of a released site plan beyond the date established by this chapter if the Land Use Commission determines that the request complies with the requirements for extension by the director under Section 25-5-62 (Extension Of Released Site Plan By Director). (D) An interested party may appeal the Land Use Commission's decision under this section to the council. Your consideration of our request is appreciated. Please let me know if you have any questions or need any additional information. Sincerely, Stephen R. Jamison P.E. Jamison Civil Engineering LLC TX PE Firm REG. #F-17756 05/29/202509 SP-2019-0107C(XT2) - Cameron Retail; District 16 of 20 City of Austin Development Services Department Permitting and Development Center (PDC) 6310 Wilhelmina Delco Drive, Austin, TX 78752 October 19, 2023 Lynn Hebdon Jamison Civil Engineering LLC 13812 Research Boulevard, #B-2 Austin, Texas 78750 RE: SP-2019-0107C(XT) – Cameron Retail Dear Ms. Hebdon: The City of Austin has approved your request for a one-year extension from August 12, 2023, to August 12, 2024, for the released Cameron Retail site plan, SP-2019-0107C. This one-year extension is granted in accordance with Section 25-5-62 of the Land Development Code, no further extensions are allowed by administrative action. Any additional extension for this released site plan requires approval of the Zoning and Platting Commission after a public hearing as specified in Section 25-5-63 of the Land Development Code. The request for an additional extension to be granted in accordance with Section 25-5-63 would have to be received prior to the new expiration date. Project duration does not apply for this application. In addition, Sections 25-5-62(d) and 25-1-182 provide that the decision of the Director to extend the site plan may be appealed to the Zoning and Platting Commission, provided an interested party files a completed notice of appeal no later than 20 days after an administrative decision. During this 20-day period, no development authorized by this site plan may occur, nor may any construction occur until any pending appeal that may be filed is resolved. If you have any questions, please contact Case Manager Heather Chaffin, at 512-974-2140. Sincerely, Heather Chaffin Heather Chaffin xc: Environmental Inspection Division 09 SP-2019-0107C(XT2) - Cameron Retail; District 17 of 20 1.31 C8-2020-0112.0A 31 WATER QUALITY AND DETENTION PLAN 32 STRUCTURAL DETAILS 33 STRUCTURAL DETAILS 33 01 of 33 05/20/202006/25/2020FO/OMAUSTIN WATER EXPIRATION DATEJune 25, 2023July 7, 2020EASEMENTS: DRAINAGE ESMNT DOC #2020088465ROW DEDICATION DOC #2020055466ELECTRIC EASEMENT: *NO CERTIFICATES OFOCCUPANCY SHALL BE ISSUED UNTIL THE 15' ELECTRICEASEMENT ADJACENT TO RUNDBERG LN HAS BEENRECORDED AND A CORRECTION HAS BEEN DONE TOADD THE DOCUMENT NUMBER TO THIS SET OF PLANS.8/12/2020SP-2019-0107C8/12/20208/12/20208/12/202308/12/2020EASEMENTS:DRAINAGE ESMNT DOC #2020088465ROW DEDICATION DOC #202005546609 SP-2019-0107C(XT2) - Cameron Retail; District 18 of 20ORDINANCE REQUIREMENTS 1. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE RELEASED SITE PLAN. ANY ADDITIONAL IMPROVEMENTS WILL REQUIRE A SITE PLAN AMENDMENT AND APPROVAL FROM THE DEVELOPMENT SERVICES DEPARTMENT. 2. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING CODE APPROVAL; FIRE CODE APPROVAL; OR BUILDING, DEMOLITION, OR RELOCATION PERMITS APPROVAL. A CITY DEMOLITION OR RELOCATION PERMIT CAN ONLY BE ISSUED ONCE THE HISTORIC REVIEW PROCESS IS COMPLETED. 3. ALL SIGNS MUST COMPLY WITH THE REQUIREMENTS OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 4. THE OWNER IS RESPONSIBLE FOR ALL COSTS OF RELOCATION OF, OR DAMAGE TO, UTILITIES. 5. ADDITIONAL ELECTRIC EASEMENTS MAY BE REQUIRED AT A LATER DATE. 6. A SITE DEVELOPMENT PERMIT MUST BE ISSUED PRIOR TO AN APPLICATION FOR BUILDING PERMIT FOR NON-CONSOLIDATED OR LAND USE COMMISSION APPROVED SITE PLANS. 7. WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN. 8. FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A R.O.W. EXCAVATION PERMIT IS REQUIRED. FIRE DEPARTMENT 1. THE AUSTIN FIRE DEPARTMENT REQUIRES ASPHALT OR CONCRETE PAVEMENT PRIOR TO CONSTRUCTION AS AN "ALL-WEATHER DRIVING SURFACE." 2. HYDRANTS MUST BE INSTALLED WITH THE CENTER OF THE FOUR-INCH OPENING AT LEAST 18 INCHES ABOVE FINISHED GRADE. THE FOUR-INCH OPENING MUST FACE THE DRIVEWAY OR STREET WITH THREE- TO SIX-FOOT SETBACKS FROM THE CURBLINE(S). NO OBSTRUCTION IS ALLOWED WITHIN THREE FEET OF ANY HYDRANT AND THE FOUR-INCH OPENING MUST BE TOTALLY UNOBSTRUCTED FROM THE STREET. 3. TIMING OF INSTALLATION: WHEN FIRE PROTECTION FACILITIES ARE INSTALLED BY THE DEVELOPER, SUCH FACILITIES SHALL INCLUDE ALL SURFACE ACCESS ROADS WHICH SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION. WHERE ALTERNATIVE METHODS OF PROTECTION, AS APPROVED BY THE FIRE CHIEF, ARE PROVIDED, THE ABOVE MAY BE MODIFIED OR WAIVED. 4. ALL PERVIOUS/DECORATIVE PAVING SHALL BE ENGINEERED AND INSTALLED FOR 80,000 LB. LIVE-VEHICLE LOADS. ANY PERVIOUS/DECORATIVE PAVING WITHIN 100 FEET OF ANY BUILDING MUST BE APPROVED BY THE FIRE DEPARTMENT. 5. COMMERCIAL DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN TEN FEET OF OPENINGS, COMBUSTIBLE WALLS, OR COMBUSTIBLE EAVE LINES. 6. FIRE LANES DESIGNATED ON SITE PLAN SHALL BE REGISTERED WITH CITY OF AUSTIN FIRE MARSHAL'S OFFICE AND INSPECTED FOR FINAL APPROVAL. 7. VERTICAL CLEARANCE REQUIRED FOR FIRE APPARATUS IS 14 FEET FOR FULL WIDTH OF ACCESS DRIVE. 8. THE FIRE WALL WILL NOT BE PIERCED AND INSTALLED IN ACCORDANCE WITH IFC AND IBC. GENERAL CONSTRUCTION NOTES 1. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF AUSTIN MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. 2. CONTRACTOR SHALL CALL TEXAS 811 (811 OR 1-800-344-8377) FOR UTILITY LOCATIONS PRIOR TO ANY WORK IN CITY EASEMENTS OR STREET R.O.W. 3. CONTRACTOR SHALL NOTIFY THE CITY OF AUSTIN - SITE & SUBDIVISION DIVISION TO SUBMIT REQUIRED DOCUMENTATION, PAY CONSTRUCTION INSPECTION FEES, AND TO SCHEDULE THE REQUIRED SITE AND SUBDIVISION PRE-CONSTRUCTION MEETING. THIS MEETING MUST BE HELD PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN THE R.O.W. OR PUBLIC EASEMENTS. PLEASE VISIT HTTP://AUSTINTEXAS.GOV/PAGE/COMMERCIAL-SITE-AND-SUBDIVISION-INSPECTIONS FOR A LIST OF SUBMITTAL REQUIREMENTS, INFORMATION CONCERNING FEES, AND CONTACT INFORMATION. 4. FOR SLOPES OR TRENCHES GREATER THAN FIVE FEET IN DEPTH, A NOTE MUST BE ADDED STATING: "ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION." (OSHA STANDARDS MAY BE PURCHASED FROM THE GOVERNMENT PRINTING OFFICE; INFORMATION AND RELATED REFERENCE MATERIALS MAY BE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN TEXAS.) 5. ALL SITE WORK MUST ALSO COMPLY WITH ENVIRONMENTAL REQUIREMENTS. 6. UPON COMPLETION OF THE PROPOSED SITE IMPROVEMENTS AND PRIOR TO THE FOLLOWING, THE ENGINEER SHALL CERTIFY IN WRITING THAT THE PROPOSED DRAINAGE, FILTRATION AND DETENTION FACILITIES WERE CONSTRUCTED IN CONFORMANCE WITH THE APPROVED PLANS: RELEASE OF THE CERTIFICATE OF OCCUPANCY BY THE DEVELOPMENT SERVICES DEPARTMENT (INSIDE THE CITY LIMITS); OR INSTALLATION OF AN ELECTRIC OR WATER METER (IN THE FIVE-MILE ETJ) AMERICANS WITH DISABILITIES ACT THE CITY OF AUSTIN HAS REVIEWED THIS PLAN FOR COMPLIANCE WITH CITY DEVELOPMENT REGULATIONS ONLY. THE APPLICANT, PROPERTY OWNER, AND OCCUPANT OF THE PREMISES ARE RESPONSIBLE FOR DETERMINING WHETHER THE PLAN COMPLIES WITH ALL OTHER LAWS, REGULATIONS, AND RESTRICTIONS WHICH MAY BE APPLICABLE TO THE PROPERTY AND ITS USE. LIMITATION OF LIABILITY - JAMISON CIVIL ENGINEERING LLC ASSUMES NO LIABILITY FOR ANY DESIGN OR DRAWINGS IN THESE PLANS THAT ARE NOT SIGNED AND SEALED BY A PROFESSIONAL ENGINEER EMPLOYED BY THE FIRM. OTHER CONSULTANTS' WORK SHOWN IN THESE PLANS IS THE RESPONSIBILITY OF THE CONSULTANT WHO PREPARED SUCH WORK, AND IS INCLUDED IN THIS PLAN SET FOR REVIEW REQUIREMENTS ONLY. SITE PLAN COMPONENTS - ALL BUILDING AND STRUCTURAL IMPROVEMENTS SHOWN HEREON ARE SHOWN FOR CONCEPTUAL PURPOSES ONLY. JAMISON CIVIL ENGINEERING LLC IS NOT RESPONSIBLE OR LIABLE FOR THE DESIGN OF BUILDING AND STRUCTURAL IMPROVEMENTS BY OTHERS. STRUCTURAL COMPONENTS IS THE RESPONSIBILITY OF THE OWNER'S STRUCTURAL ENGINEER. STRUCTURAL DESIGN SHOWN HEREON IS THE DESIGN OF THE OWNER'S STRUCTURAL ENGINEER. - ALL STRUCTURAL DESIGN PAVEMENT DESIGN - PAVEMENT DESIGN SHOWN HEREON IS THE DESIGN OF THE OWNER'S GEOTECHNICAL CONSULTANT. JAMISON CIVIL ENGINEERING LLC MAKES NO WARRANTY OR GUARANTEE AS TO ITS SUITABILITY, AND ASSUMES NO LIABILITY THEREFOR. APPENDIX P-4 - ADDITIONAL SEQUENCE OF CONSTRUCTION AUSTIN ENERGY 1. 2. 3. TEMPORARY EROSION AND SEDIMENTATION CONTROLS ARE TO BE INSTALLED AS INDICATED ON THE APPROVED SITE PLAN OR SUBDIVISION CONSTRUCTION PLAN AND IN ACCORDANCE WITH THE EROSION SEDIMENTATION CONTROL PLAN (ESC) AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) THAT IS REQUIRED TO BE POSTED ON THE SITE. INSTALL TREE PROTECTION, INITIATE TREE MITIGATION MEASURES AND CONDUCT "PRE - CONSTRUCTION" TREE FERTILIZATION (IF APPLICABLE). THE ENVIRONMENTAL PROJECT MANAGER OR SITE SUPERVISOR MUST CONTACT THE DEVELOPMENT SERVICES DEPARTMENT, ENVIRONMENTAL INSPECTION, AT 512-974-2278, 72 HOURS PRIOR TO THE SCHEDULED DATE OF THE REQUIRED ON-SITE PRECONSTRUCTION MEETING. THE ENVIRONMENTAL PROJECT MANAGER, AND/OR SITE SUPERVISOR, AND/OR DESIGNATED RESPONSIBLE PARTY, AND THE GENERAL CONTRACTOR WILL FOLLOW THE EROSION SEDIMENTATION CONTROL PLAN (ESC) AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) POSTED ON THE SITE. TEMPORARY EROSION AND SEDIMENTATION CONTROLS WILL BE REVISED, IF NEEDED, TO COMPLY WITH CITY INSPECTORS' DIRECTIVES, AND REVISED CONSTRUCTION SCHEDULE RELATIVE TO THE WATER QUALITY PLAN REQUIREMENTS AND THE EROSION PLAN. 4. ROUGH GRADE THE POND(S) AT 100% PROPOSED CAPACITY. EITHER THE PERMANENT OUTLET STRUCTURE OR A TEMPORARY OUTLET MUST BE CONSTRUCTED PRIOR TO DEVELOPMENT OF EMBANKMENT OR EXCAVATION THAT LEADS TO PONDING CONDITIONS. THE OUTLET SYSTEM MUST CONSIST OF A SUMP PIT OUTLET AND AN EMERGENCY SPILLWAY MEETING THE REQUIREMENTS OF THE DRAINAGE CRITERIA MANUAL AND/OR THE ENVIRONMENTAL CRITERIA MANUAL, AS REQUIRED. THE OUTLET SYSTEM SHALL BE PROTECTED FROM EROSION AND SHALL BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION UNTIL INSTALLATION OF THE PERMANENT WATER QUALITY POND(S). 5. 6. 7. TEMPORARY EROSION AND SEDIMENTATION CONTROLS WILL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH THE EROSION SEDIMENTATION CONTROL PLAN (ESC) AND STORM WATER POLLUTION PREVENTION PLAN (SWPPP) POSTED ON THE SITE. BEGIN SITE CLEARING/CONSTRUCTION (OR DEMOLITION) ACTIVITIES. IN THE BARTON SPRINGS ZONE, THE ENVIRONMENTAL PROJECT MANAGER OR SITE SUPERVISOR WILL SCHEDULE A MID-CONSTRUCTION CONFERENCE TO COORDINATE CHANGES IN THE CONSTRUCTION SCHEDULE AND EVALUATE EFFECTIVENESS OF THE EROSION CONTROL PLAN AFTER POSSIBLE CONSTRUCTION ALTERATIONS TO THE SITE. PARTICIPANTS SHALL INCLUDE THE CITY INSPECTOR, PROJECT ENGINEER, GENERAL CONTRACTOR AND ENVIRONMENTAL PROJECT MANAGER OR SITE SUPERVISOR. THE ANTICIPATED COMPLETION DATE AND FINAL CONSTRUCTION SEQUENCE AND INSPECTION SCHEDULE WILL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR. 8. PERMANENT WATER QUALITY PONDS OR CONTROLS WILL BE CLEANED OUT AND FILTER MEDIA WILL BE INSTALLED PRIOR TO/CONCURRENTLY WITH REVEGETATION OF SITE. 9. COMPLETE CONSTRUCTION AND START REVEGETATION OF THE SITE AND INSTALLATION OF LANDSCAPING. 1. 2. 3. 4. 5. AUSTIN ENERGY HAS THE RIGHT TO PRUNE AND/OR REMOVE TREES, SHRUBBERY AND OTHER OBSTRUCTIONS TO THE EXTENT NECESSARY TO KEEP THE EASEMENTS CLEAR. AUSTIN ENERGY WILL PERFORM ALL TREE WORK IN COMPLIANCE WITH CHAPTER 28-8, SUBCHAPTER B OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE OWNER/DEVELOPER OF THIS SUBDIVISION/LOT SHALL PROVIDE AUSTIN ENERGY WITH ANY EASEMENTS AND/OR ACCESS REQUIRED, IN ADDITION TO THOSE INDICATED, FOR THE INSTALLATION AND ONGOING MAINTENANCE OF OVERHEAD AND UNDERGROUND ELECTRIC FACILITIES. THESE EASEMENTS AND/OR ACCESS ARE REQUIRED TO PROVIDE ELECTRIC SERVICE TO THE BUILDING, AND WILL NOT BE LOCATED SO AS TO CAUSE THE SITE TO BE OUT OF COMPLIANCE WITH CHAPTER 28-8 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY EROSION CONTROL, REVEGETATION AND TREE PROTECTION. IN ADDITION, THE OWNER SHALL BE RESPONSIBLE FOR ANY INITIAL TREE PRUNING AND TREE REMOVAL THAT IS WITHIN 10 FEET OF THE CENTERLINE OF THE OVERHEAD ELECTRICAL FACILITIES DESIGNED TO PROVIDE ELECTRIC SERVICE TO THIS PROJECT. THE OWNER SHALL INCLUDE AUSTIN ENERGY'S WORK WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR MAINTAINING CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC SAFETY CODE, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, CITY OF AUSTIN RULES AND REGULATIONS AND TEXAS STATE LAW PERTAINING TO CLEARANCES WHEN WORKING IN CLOSE PROXIMITY TO OVERHEAD POWER LINES AND EQUIPMENT. AUSTIN ENERGY WILL NOT RENDER ELECTRIC SERVICE UNLESS REQUIRED CLEARANCES ARE MAINTAINED. ALL COSTS INCURRED BECAUSE OF FAILURE TO COMPLY WITH THE REQUIRED CLEARANCES WILL BE CHARGED TO THE OWNER. A PRE-CONSTRUCTION SAFETY MEETING IS REQUIRED WITH AUSTIN ENERGY 48 HOURS BEFORE COMMENCEMENT OF CONSTRUCTION. FAILURE TO DO SO WILL RESULT IN THE PROJECT BEING SHUTDOWN. CALL DOUG WEISE (512) 505-7023 TO SCHEDULE A TAILGATE SAFETY MEETING. INCLUDE CHUCK HENDRY (512) 505-7151 IN THE MEETING, IF CRANES ARE BEING USED DURING CONSTRUCTION. 6. BARRICADES MUST BE ERECTED 10 FEET FROM ELECTRIC TRANSMISSION STRUCTURES DURING CONSTRUCTION. 7. ANY RELOCATION OF ELECTRIC TRANSMISSION FACILITIES OR OUTAGES CAUSED BY THIS PROJECT WILL BE CHARGED TO THE PROPERTY OWNER AND CONTRACTOR. 8. WARNING SIGNS MUST BE PLACED UNDER THE OVERHEAD ELECTRIC TRANSMISSION FACILITIES AS NOTIFICATION OF THE ELECTRICAL HAZARD. 9. FOR SAFETY REASONS, AERIAL EQUIPMENT, DUMPSTERS, STAGING OR SPOILS AREAS ARE RESTRICTED TO A MAXIMUM HEIGHT OF 20 FEET IN AND AROUND THE TRANSMISSION WIRE AND STRUCTURES. 10. PRIOR TO MOBILIZING TALL EQUIPMENT SUCH AS CRANES, CALL DOUGH WEISE AT (512) 505-7023 TO COORDINATE WITH TRANSMISSION PERSONNEL. 11. 24-HOUR ACCESS TO ELECTRIC FACILITIES SHALL BE MAINTAINED. 12. ANY TEMPORARY OR PERMANENT SECURITY FENCE PREVENTING ACCESS TO THE EASEMENT SHALL BE COORDINATED WITH AUSTIN ENERGY STAFF. AUSTIN ENERGY STAFF SHALL INSTALL A LOCK ON THE GATE/FENCE FOR ACCESS. 10. UPON COMPLETION OF THE SITE CONSTRUCTION AND REVEGETATION OF A 13. PROPERTY OWNER AND CONTRACTOR ARE RESPONSIBLE FOR DUST CONTROLS TO PROJECT SITE, THE DESIGN ENGINEER SHALL SUBMIT AN ENGINEER'S LETTER OF CONCURRENCE BEARING THE ENGINEER'S SEAL, SIGNATURE, AND DATE TO THE DEVELOPMENT SERVICES DEPARTMENT INDICATING THAT CONSTRUCTION, INCLUDING REVEGETATION, IS COMPLETE AND IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED PLANS. AFTER RECEIVING THIS LETTER, A FINAL INSPECTION WILL BE SCHEDULED BY THE APPROPRIATE CITY INSPECTOR. 11. UPON COMPLETION OF LANDSCAPE INSTALLATION OF A PROJECT SITE, THE LANDSCAPE ARCHITECT SHALL SUBMIT A LETTER OF CONCURRENCE TO THE DEVELOPMENT SERVICES DEPARTMENT INDICATING THAT THE REQUIRED LANDSCAPING IS COMPLETE AND IN SUBSTANTIAL CONFORMITY WITH THE APPROVED PLANS. AFTER RECEIVING THIS LETTER, A FINAL INSPECTION WILL BE SCHEDULED BY THE APPROPRIATE CITY INSPECTOR. 12. AFTER A FINAL INSPECTION HAS BEEN CONDUCTED BY THE CITY INSPECTOR AND WITH APPROVAL FROM THE CITY INSPECTOR, REMOVE THE TEMPORARY EROSION AND SEDIMENTATION CONTROLS AND COMPLETE ANY NECESSARY FINAL REVEGETATION RESULTING FROM REMOVAL OF THE CONTROLS. CONDUCT ANY MAINTENANCE AND REHABILITATION OF THE WATER QUALITY PONDS OR CONTROLS. ADDITIONAL CONSTRUCTION NOTES 1. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF AUSTIN MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. 2. CONTRACTOR SHALL CALL THE ONE CALL CENTER (800-344-8377) FOR UTILITY LOCATIONS PRIOR TO ANY WORK IN CITY EASEMENTS OR STREET ROW. 3. CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION (DPWT) AT 512-974-7161 AT LEAST 24 HOURS PRIOR TO THE INSTALLATION OF ANY DRAINAGE FACILITY WITHIN A DRAINAGE EASEMENT OR STREET ROW. THE METHOD OF PLACEMENT AND COMPACTION OF BACKFILL IN THE CITY'S ROW MUST BE APPROVED PRIOR TO THE START OF BACKFILL OPERATIONS. 4. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. OSHA STANDARDS MAY BE PURCHASED FROM THE GOVERNMENT PRINTING OFFICE; INFORMATION AND RELATED REFERENCE MATERIALS MAY BE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TEXAS. 5. ALL SITE WORK MUST COMPLY WITH ENVIRONMENTAL REQUIREMENTS. 6. UPON COMPLETION OF THE PROPOSED SITE IMPROVEMENTS AND PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY OR FINAL INSPECTION RELEASE BY THE CITY, THE DESIGN ENGINEER SHALL CERTIFY IN WRITING THAT THE PROPOSED DRAINAGE AND DETENTION FACILITIES WERE CONSTRUCTED IN CONFORMANCE WITH THE APPROVED PLANS. PAVEMENT CONSTRUCTION SPECIAL NOTE: DURING CONSTRUCTION OF THE PAVEMENT, A GEOTECHNICAL ENGINEER MUST BE PRESENT ON SITE TO MONITOR SITE WORK AND CONSTRUCTION SO THAT THE PAVEMENT RECOMMENDATION CAN BE FINALIZED AND SO THAT DEVIATION FROM EXPECTED CONDITIONS CAN BE PROPERLY EVALUATED AS RECOMMENDED BY THE GEOTECHNICAL INVESTIGATION PAVEMENT THICKNESS RECOMMENDATIONS REPORT. MINIMIZE CONTAMINATION OF WIRE AND INSULATORS. ANY SUBSEQUENT CLEANING OR ELECTRICAL OUTAGES CAUSED BY DUST FROM THIS PROJECT WILL BE CHARGED TO THE CONTRACTOR. 14. OWNER IS RESPONSIBLE FOR ALL DAMAGES TO CURBING, LANDSCAPE AND WALLS PLACED AROUND THE ELECTRIC TRANSMISSION STRUCTURES/POLES/LINES CAUSED BY AUSTIN ENERGY DURING MAINTENANCE AND REPAIRS. ACCESS MUST BE GIVEN 24 HOURS A DAY. 15. FIRE HYDRANTS ARE PROHIBITED WITHIN 20 FEET OF THE TRANSMISSION POLES. 16. SPRINKLERS ARE PROHIBITED WITHIN 15 FEET OF TRANSMISSION POLES. EXCEPT AS OTHERWISE NOTED ON PLANS 1. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION," CITY OF AUSTIN. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED WITH 4" OF TOPSOIL AND GRADED TO DRAIN. TOPSOIL SHALL BE FREE OF ANY OBJECTIONABLE MATERIAL AS WELL AS ROCKS GREATER THAN 2" IN DIAMETER AND MEET CITY OF AUSTIN SPECIFICATIONS. 3. ALL DEBRIS AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE PRIOR TO ACCEPTANCE OF THE PROJECT. 4. ALL FILL MATERIAL PROVIDED SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING AND COMPACTING. THE PLASTICITY INDEX MUST BE LESS THAN 15. 5. 6. 7. 8. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40. LAP ALL BAR SPLICES 24 BAR DIAMETERS OR 24 INCHES (WHICHEVER IS GREATER). ALL CONCRETE SURFACES SHALL RECEIVE A HEAVY BROOM FINISH. 9. CONCRETE RIP RAP TO BE 5" THICK CONCRETE WITH #3's @ 12" O.C.E.W. 10. PROVIDE CONCRETE EXPANSION JOINTS AT 40 FEET O.C. ON ALL RIP RAP. 11. PROVIDE A MINIMUM CLEARANCE OF 2" BETWEEN OUTSIDE OF STEEL AND FACE OF CONCRETE. 12. ALL CONCRETE WORK SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF ACI THE LATEST EDITION OF 301. 13. ALL EXPOSED CORNERS FOR CONCRETE WORK SHALL BE CHAMFERED 1". 14. THE INFORMATION CONTAINED ON THESE DRAWINGS IN REGARDS TO EXISTING UTILITIES, TOPOGRAPHY, CONTOURS, HYDROGRAPHY, OR SUBSURFACE CONDITIONS IS FURNISHED SOLELY AS THE BEST INFORMATION AVAILABLE AT THIS TIME. ITS ACCURACY IS NOT GUARANTEED AND ITS USE IN NO WAY RELIEVES THE CONTRACTOR OF ANY RESPONSIBILITY FOR LOSSES DUE TO ANY INACCURACIES. 15. WHERE DISCREPANCIES EXIST BETWEEN THESE PLANS AND THE GEOTECHNICAL REPORT, A WRITTEN CLARIFICATION MUST BE OBTAINED BY THE CONTRACTOR, PRIOR TO PROCEEDING WITH CONSTRUCTION. 16. ALL REQUIRED RELOCATIONS OR ALTERATIONS OF TELEPHONE POLES, UNDERGROUND CONDUIT, POWER POLES, AND ANY OTHER FACILITIES SHALL BE DONE BY THIS CONTRACTOR. THIS CONTRACTOR SHALL SCHEDULE AND COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND UTILITY COMPANIES SO AS NOT TO DELAY THE PROJECT. 17. THE CONTRACTOR SHALL NOTIFY THE CITY OF AUSTIN BUILDING INSPECTION DIVISION BEFORE BEGINNING ANY UTILITY CONSTRUCTION IN PUBLIC R.O.W. OR PUBLIC EASEMENT. NO PIPE SHALL BE LAID UNTIL THE ASSIGNED INSPECTOR HAS MET WITH THE CONTRACTOR OR HIS REPRESENTATIVE AT THE PROJECT SITE. 18. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 19. ALL SLOPES STEEPER THAN 3:1 BUT LESS THAN 1/2:1 SHALL BE FACED WITH A MORTARED LIMESTONE WALL. 20. ALL TRASH COLLECTION FOR THIS SITE WILL BE PERFORMED BY PRIVATE CONTRACTOR HIRED BY THE PROPERTY OWNER. 21. THIS TRACT IS NOT LOCATED WITHIN THE EDWARDS AQUIFER RECHARGE ZONE. 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 E T O N L A R E N E G 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 : 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 r e V ( l e a c S : t o h s p a n S \ g w d . S E T O N 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 02 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. 02 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. S. Stookey07/07/202008/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 19 of 20 GENERAL NOTES INSPECTION NOTES ’ ’ ’ ADDITIONAL REVIEW ACKNOWLEDGEMENT ONSITE WATER REUSE & AW RECLAIMED INFORMATION DOES THIS DEVELOPMENT HAVE A TOTAL GROSS FLOOR BUILDING AREA OF 250,000 SQUARE FEET OR MORE? □YES □NO DISTANCE TO NEAREST EXISTING AW RECLAIMED MAIN? □250' OR LESS □251' TO 500' □GREATER THAN 500' AUTOMATED METERING INFORMATION IS THIS PROJECT WITHIN THE CURRENT SERVICE AREA OF AW'S DATA COLLECTION UNITS (DCUS)? □YES □NO DOES THIS PROJECT REQUIRE A DEDICATED EASEMENT FOR DCU INFRASTRUCTURE? □YES □NO AULCC REQUIREMENT DOES THIS PROJECT REQUIRE AN AULCC REVIEW? □YES □NO IF YES, PLEASE PROVIDE UCC#__________ PROJECT INFORMATION PROJECT INFORMATION GRID NUMBER: MAPSCO NUMBER: AW INTERSECTION NUMBER: BUILDING SIZE IN SQUARE FEET: BUILDING TYPE PER IFC: BUILDING HEIGHT: AVAILABLE FIRE FLOW CALCS AT 20 PSI: REQUIRED BUILDING FIRE FLOW PER IFC: REDUCED FIRE FLOW PER 75% FIRE SPRINKLER REDUCTION: MINIMUM FIRE FLOW: DOMESTIC WATER DEMAND IN GPM: WATER SUPPLY FIXTURE UNITS (WSFU) FLUSH TANKS OR FLUSHOMETERS (CIRCLE APPLICABLE ITEM): AUSTIN WATER PRESSURE ZONE: STATIC WATER PRESSURE IN PSI: STATIC PRESSURE AT THE HIGHEST LOT SERVED IN PSI: STATIC PRESSURE AT THE LOWEST LOT SERVED IN PSI: MAXIMUM IRRIGATION DEMAND: FIRE LINE VELOCITY: 6" SIZE OF FIRE LINE DOMESTIC LINE VELOCITY: 2" SIZE OF DOMESTIC LINE G20 526M & 526R 22427 10,000 sf IIB 60' MAX 3,250 gpm 2,250 gpm 1,500 gpm 1,500 gpm 48 gpm 45 NORTH 85 psi 666 psi 646 psi 45 gpm 2.84 fps 5.11 fps *ONLY ONE PROPOSED SERVICE *ONLY ONE PROPOSED SERVICE NOTE: LOTS WITH 65 PSI OR GREATER REQUIRE A PRV TO BE INSTALLED ON THE PROPERTY OWNERS SIDE OF THE DOMESTIC WATER METER. 1. WITH THE EXCEPTION OF PROVIDING THE REQUIRED INFORMATION, DO NOT REVISE THESE TABLES IN ANYWAY. 2. MIN FIRE FLOW: DESIGN ENGINEER MUST INDICATE VALUES WHICH COMPLY WITH IFC TABLES B105.1(2) OR B105.2 (REQUIRED OR REDUCED FIRE FLOWS). MIN FIRE FLOW VALUE SHALL BE NO LESS THAN 1000 GPM FOR NFPA 13 SYSTEMS OR 1500 GPM FOR NFPA 13R SYSTEMS (FOOTNOTES a and b FOR TABLE B105.2). 3. IF DEMAND, OTHER THAN MINIMUM FIRE FLOW, IS UTILIZED IN FIRE LINE VELOCITY DETERMINATION, ENGINEERING JUSTIFICATION SHALL BE SHOWN ON THIS SHEET WITH APPLICABLE DATA AND CALCULATIONS. STANDARD CONSTRUCTION NOTES - OCTOBER 1, 2021 “ ” FO / OM INFORMATION PROJECT JURISDICTION: CITY NAME: INSPECTION REQUIRED FOR: MAINTENANCE REQUIRED FOR: AUSTIN FULL PURPOSE CITY OF AUSTIN WATER AND WASTEWATER WATER AND WASTEWATER SPECIAL NOTES: PROPOSED PRODUCT TYPE (TO BE INSTALLED) LENGTH OF PIPE (L.F.) SIZE OF PIPE (INCH) NO. OF SERVICES AW INFRASTRUCTURE INFORMATION WATER MAIN WATER SERVICE WATER SERVICE WASTEWATER SERVICE 238 20 10 N/A 12 2 6 N/A N/A 2 1 N/A EXPAND OR REDUCE TABLE AS NEEDED* THE INFORMATION INCLUDED IN THIS TABLE ARE APPROXIMATE VALUES ESTIMATED BASED ON GENERAL ENGINEERING GUIDELINES 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. 03 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. 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 I L I L A A T T E E R R N N O O R R E E M M A A C C I N O T A M R O F N I L A R E N E G R E T A W N T S U A I 4 5 7 8 7 S A X E T 4 5 7 8 7 X T , I , I N T S U A N T S U A I D A O R N O R E M A C 3 1 3 9 D A O R N O R E M A C 3 1 3 9 S E T O N N O T C U R T S N O C D N 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 : : : : 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 E T O N 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 03 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 110 of 20 *ALL NATURALLY OCCURING EXISTING SLOPES ON THIS SITE ARE 0%-15%. TOPO SOURCE: DESIGN SURVEY DATE OF SURVEY: OCTOBER 2016 *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 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 N A L P N O T I L O M E D & S N O T D N O C G N T S X E I I I I 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 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 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 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. 04 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. I G N T S X E I : t o h s p a n S I I g w d . G N T S X E 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 04 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 111 of 20 APPENDIX P-1 EROSION CONTROL NOTES 1. The contractor shall install erosion/sedimentation controls and tree/natural area protective fencing prior to any site preparation work (clearing, grubbing or excavation). 2. The placement of erosion/sedimentation controls shall be in accordance with the Environmental Criteria Manual and the approved Erosion and Sedimentation Control Plan. The COA ESC Plan shall be consulted and used as the basis for a TPDES required SWPPP. If a SWPPP is required, it shall be available for review by the City of Austin Environmental Inspector at all times during construction, including at the Pre-Construction meeting. The checklist below contains the basic elements that shall be reviewed for permit approval by COA EV Plan Reviewers as well as COA EV Inspectors. -- Plan sheets submitted to the City of Austin MUST show the following: ✓ Direction of flow during grading operations. ✓ Location, description, and calculations for off-site flow diversion structures. ✓ Areas that will not be disturbed; natural features to be preserved. PERMANENT VEGETATIVE STABILIZATION: 1. From September 15 to March 1, seeding is considered to be temporary stabilization only. If cool season cover crops exist where permanent vegetative stabilization is desired, the grasses shall be mowed to a height of less than one-half (½) inch and the area shall be re-seeded in accordance with Table 2 below. Alternatively, the cool season cover crop can be mixed with Bermudagrass or native seed and installed together, understanding that germination of warm-season seed typically requires soil temperatures of 60 to 70 degrees. 2. From March 2 to September 14, seeding shall be with hulled Bermuda at a rate of 45 pounds per acre with a purity of 95% and a minimum pure live seed (PLS) of 0.83. Bermuda grass is a warm season grass and is considered permanent erosion control. Permanent vegetative stabilization can also be accomplished with a native plant seed mix conforming to Items 604S or 609S. A. Fertilizer use shall follow the recommendation of a soil test. See Item 606S, Fertilizer. Applications of fertilizer (and pesticide) on City-owned and managed property requires the yearly submittal of a Pesticide and Fertilizer Application Record, along with a current copy of the applicator's license. For current copy of the record template contact the City of Austin's IPM Coordinator. ✓ Delineation of contributing drainage area to each proposed BMP (e.g., silt fence, sediment basin, etc.) B. Hydromulch shall comply with Table 2, below. ✓ Location and type of E&S BMPs for each phase of disturbance. ✓ Calculations for BMPs as required. ✓ Location and description of temporary stabilization measures. C. Water the seeded areas immediately after installation to achieve germination and a healthy stand of plants that can ultimately survive without supplemental water. Apply the water uniformly to the planted areas without causing displacement or erosion of the materials or soil. Maintain the seedbed in a moist condition favorable for plant growth. All watering shall comply with City Code Chapter 6-4 (Water Conservation), at rates and frequencies determined by a licensed irrigator or other qualified professional, and as allowed by the Austin Water Utility and current water restrictions and water conservation initiatives. ✓ Location of on-site spoils, description of handling and disposal of borrow materials, and description of on-site permanent spoils disposal areas, including size, depth of fill and revegetation procedures. D. Permanent erosion control shall be acceptable when the grass has grown at least 1½ inches high with a minimum of 95 percent for the non-native mix, and 95 percent coverage for the native mix so that all areas of a site that rely on vegetation for stability must be uniformly vegetated, and provided there are no bare spots larger than 16 square feet. ✓ Describe sequence of construction as it pertains to ESC including the following elements: E. When required, native plant seeding shall comply with requirements of the City of Austin Environmental Criteria Manual, Items 604S and 609S. 1. Installation sequence of controls (e.g. perimeter controls, then sediment basins, then temporary stabilization, then permanent, etc.) Table 2: Hydromulching for Permanent Vegetative Stabilization 2. Project phasing if required (LOC greater than 25 acres) 3. Sequence of grading operations and notation of temporary stabilization measures to be used 4. Schedule for converting temporary basins to permanent WQ controls 5. Schedule for removal of temporary controls 6. Anticipated maintenance schedule for temporary controls -- Categorize each BMP under one of the following areas of BMP activity as described below: 3.1 Minimize disturbed area and protect natural features and soil 3.2 Control Stormwater flowing onto and through the project 3.3 Stabilize Soils 3.4 Protect Slopes 3.5 Protect Storm Drain Inlets 3.6 Establish Perimeter Controls and Sediment Barriers 3.7 Retain Sediment On-Site and Control Dewatering Practices 3.8 Establish Stabilized Construction Exits 3.9 Any Additional BMPs -- Note the location of each BMP on your site map(s). -- For any structural BMPs, you should provide design specifications and details and refer to them. -- For more information, see City of Austin Environmental Criteria Manual 1.4. Material Description Longevity Typical Applications Application Rates Bonded Fiber 80% Organic Matrix (bfm) defibrated fibers 10% Tackifier 6 months On slopes up to 2,500 to 4,000 lbs per 2:1 and erosive soil conditions On slopes up to 1:1 and Erosive soil conditions acre (see manufacturers recommendations) 3,000 to 4,500 lbs per acre (see manufacturers recommendations) Fiber 65% Organic Reinforced defibrated Up to 12 months Matrix (FRM) fibers 25% Reinforcing Fibers or less 10% Tackifier 3. The Placement of tree/natural area protective fencing shall be in accordance with the City of Austin standard Notes for Tree and Natural Area Protection and the approved Grading/Tree 10. Developer Information: and Natural Area Plan. 4. A pre-construction conference shall be held on-site with the contractor, design Engineer/permit applicant and Environmental Inspector after installation of the erosion/sedimentation controls and tree/natural area protection measures and prior to beginning any site preparation work. The owner or owner's representative shall notify the Planning and Development Review Department, 974-2278, at least three days prior to the meeting date. COA approved ESC Plan and TPDES SWPPP (if required) should be reviewed by COA EV Inspector at this time. 5. Any major variation in materials or locations of controls or fences from those shown on the approved plans will require a revision and must be approved by the reviewing Engineer, Environmental Specialist or City Arborist as appropriate. Major revisions must be approved by authorized COA staff. Minor changes to be made as field revisions to the Erosion and Sedimentation Control Plan may be required by the Environmental Inspector during the course of construction to correct control inadequacies. 6. The contractor is required to provide a certified inspector with either a Certified Professional in Erosion and Sediment Control (CPESC), Certified Erosion, Sediment and Stormwater- Inspector (CESSWI) or Certified Inspector of Sedimentation and Erosion Controls (CISEC) certification to inspect the controls and fences at weekly intervals and after significant rainfall events to insure that they are functioning properly. The person(s) responsible for maintenance of controls and fences shall immediately make any necessary repairs to damaged areas. Silt accumulation at controls must be removed when the depth reaches six (6) inches. 7. Prior to final acceptance by the City, haul roads and waterway crossings constructed for temporary contractor access must be removed, accumulated sediment removed from the Owner: ZIF DEVELOPERS LLC (INAYAT FIDAI) Phone #: (512) 534-1158 Address: 11500 CITRUS COVE, AUSTIN, TX 78750 Owner's representative responsible for plan alterations: JAMISON CIVIL ENGINEERING LLC Phone #: (737) 484-0880 Person or firm responsible for erosion/sedimentation control maintenance: Contractor at time of construction Phone #: N/A Person or firm responsible for tree/natural area protection Maintenance: Contractor at time of construction waterway and the area restored to the original grade and revegetated. All land clearing debris shall be disposed of in approved spoil disposal sites. Phone #: N/A REMEDIAL TREE CARE NOTES AERATION AND SUPPLEMENTAL NUTRIENT REQUIREMENTS FOR TREES WITHIN CONSTRUCTION AREAS SPECIAL CONSTRUCTION TECHNIQUES ECM 3.5.4(D) 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 8. All work must stop if a void in the rock substrate is discovered which is; one square foot in total area; blows air from within the substrate and/or consistently receives water during any rain event. At this time it is the responsibility of the Project Manager to immediately contact a City of Austin Environmental Inspector for further investigation. 9. Temporary and Permanent Erosion Control: All disturbed areas shall be restored as noted below: A. All disturbed areas to be revegetated are required to place a minimum of six (6) inches of topsoil [see Standard Specification Item No. 601S.3(A)]. Do not add topsoil within the critical root zone of existing trees. Topsoil salvaged from the existing site is encouraged for use, but it should meet the standards set forth in 601S. An owner/engineer may propose use of onsite salvaged topsoil which does not meet the criteria of Standard Specification 601S by providing a soil analysis and a written statement from a qualified professional in soils, landscape architecture, or agronomy indicating the onsite topsoil will provide an equivalent growth media and specifying what, if any, soil amendments are required. Soil amendments shall be worked into the existing onsite topsoil with a disc or tiller to create a well-blended material. The vegetative stabilization of areas disturbed by construction shall be as follows: TEMPORARY VEGETATIVE STABILIZATION: 1. From September 15 to March 1, seeding shall be with or include a cool season cover crop: (Western Wheatgrass (Pascopyrum smithii) at 5.6 pounds per acre, Oats (Avena sativa) at 4.0 pounds per acre, Cereal Rye Grain (Secale cereale) at 45 pounds per acre. Contractor must ensure that any seed application requiring a cool season cover crop does not utilize annual ryegrass (Lolium multiflorum) or perennial ryegrass (Lolium perenne). Cool season cover crops are not permanent erosion control. 2. From March 2 to September 14, seeding shall be with hulled Bermuda at a rate of 45 pounds per acre or a native plant seed mix conforming to Items 604S or 609S. A. Fertilizer shall be applied only if warranted by a soil test and shall conform to Item No. 606S, Fertilizer. Fertilization should not occur when rainfall is expected or during slow plant growth or dormancy. Chemical fertilizer may not be applied in the Critical Water Quality Zone. B. Hydromulch shall comply with Table 1, below. C. Temporary erosion control shall be acceptable when the grass has grown at least 1½ inches high with a minimum of 95% total coverage so that all areas of a site that rely on vegetation for temporary stabilization are uniformly vegetated, and provided there are no bare spots larger than 10 square feet. D. When required, native plant seeding shall comply with requirements of the City of Austin Environmental Criteria Manual, and Standard Specifications 604S or 609S. Table 1: Hydromulching for Temporary Vegetative Stabilization Material Description Longevity Typical Applications Application Rates 100% or any blend of wood, 70% or greater Wood/Straw cellulose, straw, and/or cotton plant material (except no mulch shall exceed 30% paper) 30% or less Paper or Natural Fibers 0--3 months Moderate slopes; from flat to 3:1 1,500 to 2,000 lbs per acre 11. The contractor shall not dispose of surplus excavated material from the site without notifying the Planning and Development Review Department at 974-2278 at least 48 hours prior with the location and a copy of the permit issued to receive the material. Source: Rule No. R1D61-15.13, 1-4-2016. APPENDIX P-2 STANDARD NOTES FOR TREE NATUAL AREA PROTECITON CITY OF AUSTIN X X X X X X X X X X X X 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. 05 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 L I A I A T T E E R R N N O O R R E E M M A A C C I L O R T N O C N O T A T N E M D E S N O S O R E I I I S E T O N N O T C E T O R P E E R T D N A D D A A O O R R N N O O R R E E M M A A C C 3 3 1 1 3 3 9 9 4 5 7 4 8 5 7 7 8 S 7 A X X T E T N T N S T U S A U A I , , I 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 : 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 r e V ( l e a c S : t o h s p a n S \ g w d . S E T O N 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 05 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 112 of 20 TOPO SOURCE: DESIGN SURVEY DATE OF SURVEY: OCTOBER 2016 *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 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. 06 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 L I L A A T T E E R R N N O O R R E E M M A A C C I L O R T N O C N O T A T N E M D E S N O S O R E I I D A O R N O R E M A C 3 1 3 9 D A O R N O R E M A C 3 1 3 9 4 5 7 8 4 5 7 7 S 8 A 7 X X E T T N N T S T U S A U A I , , I I N A L P N O T C E T O R P E E R T D N 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 I N O S O R E : t o h s p a n S I g w d . N O S O R E 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 06 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 113 of 20 *OR APPROVED EQUAL* “ ” BOARDS FENCE LOCATION PRIOR TO CLEARING, GRADING AND PAVING X X X X X X X X C.R.Z. BOARDS WOOD CHIP MULCH AREA 100 mm-150 mm (4''-6'') DEPTH X X TEMPORARY ACCESS ROAD, EXISTING ROADWAY OR EASEMENT AS APPROVED X X X X X X X X X X PERMEABLE PAVING AREA CURB X X X FENCE LOCATION DURING PERMEABLE PAVING INSTALLATION C.R.Z. LINEAR CONSTRUCTION THROUGH TREES TREES IN PAVING AREA LIMIT OF CONSTRUCTION LINE AS SHOWN ON PLAN NATURAL AREAS CRITICAL ROOT ZONE (C.R.Z.) RADIUS = 12 mm PER mm (1 FT. PER INCH) OF TRUNK DIAMETER X X X X X X X MINIMUM NESESSARY WORK AREA (WOOD CHIP MULCH 100 TO 150 mm (4'' TO 6'' DEPTH) BLDG. X X X X X X X X X X X C.R.Z. ADD BOARDS STRAPPED TO TRUNK DUE TO CLOSENESS OF FENCE LESS THAN 1.5 m (5') FROM TRUNK. TREES NEAR CONSTRUCTION ACTIVITY X X X X X X X X X INDIVIDUAL TREE GROUP OF TREES CITY OF AUSTIN CITY OF AUSTIN WATERSHED PROTECTION DEPARTMENT TREE PROTECTION FENCE LOCATIONS RECORD COPY SIGNED BY J. PATRICK MURPHY 11/15/99 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 610S-1 CHAIN LINK FENCE 1.5 m (5'-0'') CRITICAL ROOT ZONE DRIPLINE TREE PROTECTION FENCE 3 m (10'-0'') MAX. DRIPLINE (VARIES) FENCE LOCATION (LIMITS OF CRITICAL ROOT ZONE) RADIUS=12 mm PER mm (1 ft PER in) OF TRUNK DIAMETER 6.O m FOR 500 mm DIA. TREE (20'-0'' FOR 20'' DIA. TREE) SILT FENCE FABRIC STEEL OR WOOD FENCE POSTS MAX. 2.4 m (8') SPACING 2" x 4" WELDED WIRE BACKING SUPPORT FOR FABRIC (12.5 GA. WIRE) 600 mm (24'') 150 mm (6'') MIN. FLOW FABRIC TOE-IN TRENCH (BACKFILLED) STANDARD SYMBOL FOR SILT FENCE (SF) SF L= 150 mm (6'') MIN. TRENCH CROSS SECTION 1. STEEL OR WOOD POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF 300 mm (12 INCHES). IF WOOD POSTS CANNOT ACHIEVE 300 mm (12 inches) DEPTH, USE STEEL POSTS. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. 3. THE TRENCH MUST BE A MINIMUM OF 150 mm (6 inches) DEEP AND 150 mm (6 inches) WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 4. SILT FENCE FABRIC SHOULD BE SECURELY FASTENED TO EACH STEEL OR WOOD SUPPORT POST OR TO WOVEN WIRE , WHICH IS IN TURN ATTACHED TO THE STEEL OR WOOD FENCE POST. 5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 150 mm (6 inches). THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. EXISTING GRADE 15 m (50') MIN. GRADE TO PREVENT RUNOFF FROM LEAVING SITE 200 mm (8'') MIN. ROADWAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 15 m (50') MIN. R.O.W. NOTES: 1. STONE SIZE: 75-125 mm (3-5'') OPEN GRADED ROCK. 2. LENGTH: AS EFFECTIVE BUT NOT LESS THAN 15 m (50'). 3. THICKNESS: NOT LESS THAN 200 mm (8''). 4. WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS. 5. WASHING: WHEN NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AS WELL AS REPAIR AND CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP SEDIMENT. ALL SEDIMENTS THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 7. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. CITY OF AUSTIN WATERSHED PROTECTION DEPARTMENT TREE PROPTECTION FENCE TYPE A - CHAIN LINK SILT FENCE RECORD COPY SIGNED BY J. PATRICK MURPHY 11/15/99 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 610S-2 RECORD COPY SIGNED BY MORGAN BYARS 09/01/2011 THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. 642S-1 STABILIZED CONSTRUCTION ENTRANCE THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. 641S-1 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 DIRECTION OF FLOW POSTS ANCHOR POSTS OR EARTH ANCHORS PLACE ADDITIONAL MULCH MATERIAL TO FILL SEAM BETWEEN THE SOCK AND THE GROUND 4 FT SPACING (BOTH SIDES) MULCH SOCK MULCH SOCK MINIMUM 12" (300 mm) OVERLAP DO NOT STACK MULCH SOCKS NOTES: MIN. 24" MULCH MATERIAL MULCH SOCK MATERIAL USE UNTREATED WOOD CHIPS PRODUCED FROM A 3 (THREE) INCH MINUS SCREENING PROCESS (EQUIVALENT TO TXDOT ITEM 161, COMPOST, SECTION 1.6.2.B, WOOD CHIP REQUIREMENTS). MULCH CONSISTS PRIMARILY OF ORGANIC MATERIAL, SEPARATED AT THE POINT OF GENERATION, AND MAY INCLUDE: SHREDDED BARK, STUMP GRINDINGS, OR COMPOSTED BARK. LARGE PORTIONS OF SILT, CLAYS, OR FINE SANDS ARE NOT ACCEPTABLE IN THE MULCH. 1. STEEL OR WOOD POSTS WHICH SUPPORT THE MULCH SOCK SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF 600mm (24 inches). IF WOOD POSTS CANNOT ACHIEVE 600mm (24 inches) DEPTH, USE STEEL POSTS. EARTH ANCHORS ARE ALSO ACCEPTABLE. 2. THE TOE OF THE MULCH SOCK SHALL BE PLACED SO THAT THE MULCH SOCK IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. IN ORDER TO PREVENT WATER FROM FLOWING BETWEEN THE JOINTS OF ADJACENT ENDS OFMULCH SOCKS, LAP THE ENDS OF ADJACENT MULCH SOCKS A MINIMUM OF 300mm (12 inches). 3. MULCH MATERIAL MUST BE FREE OF REFUSE, PHYSICAL CONTAMINANTS, AND MATERIAL TOXIC TO PLANT GROWTH; IT IS NOT ACCEPTABLE FOR THE MULCH MATERIAL TO CONTAIN GROUND CONSTRUCTION DEBRIS, BIOSOLIDS, OR MANURE. 4. SOCK MATERIAL WILL BE 100% BIODEGRADABLE, PHOTODEGRADABLE, OR RECYCLABLE SUCH AS BURLAP, TWINE, UV PHOTOBIODEGRADABLE PLASTIC, POLYESTER, OR ANY OTHER ACCEPTABLE MATERIAL. 5. MULCH SOCKS SHOULD BE USED AT THE BASE OF SLOPES NO STEEPER THAN 2:1 AND SHOULD NOT EXCEED THE MAXIMUM SPACING CRITERIA PROVIDED IN CITY OF AUSTIN ENVIRONMENTAL CRITERIA MANUAL TABLE 1.4.5.F.1 FOR A GIVEN SLOPE CATEGORY. 6. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 150mm (6 inches). THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. MULCH SOCK THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. 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. Sheet 07 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 L I A I A T T E E R R N N O O R R E E M M A A C C I L O R T N O C N O T A T N E M D E S N O S O R E I I I S L I A T E D N O T C E T O R P E E R T D N A D A O R N O R E M A C 3 1 3 9 D A O R N O R E M A C 3 1 3 9 4 5 7 4 8 5 7 7 S 8 7 A X X T E T N T N S U T S A U A , I , I : 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 07 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 114 of 20 SUBCHAPTER E NOTES 1. THIS PROJECT MUST COMPLY WITH TWO BICYCLE/PEDESTRIAN OPTIONS AS LISTED IN TABLE 2.3.2.B.2, THE FOLLOWING CHOICES HAVE BEEN CHOSEN: A. INTERNAL UTILITY LINES WILL BE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES, RATHER THAN UNDER PARKING AREAS. B. LIMIT CURB CUTS. 2. PRIVATE COMMON OPEN SPACE HAS BEEN PROVIDED THROUGHOUT THE SITE: TOTAL PRIVATE COMMON OPEN SPACE = 1,065 + 2,609 = 3,674 SF (6.5%) (MINIMUM 5% = 2,846 SF.) *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 N A L P E T S 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 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. 08 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. 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 E T S I : t o h s p a n S I \ g w d . E 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 SHEET of 08 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 115 of 20 *EAST RUNDBERG LANE EXTENSION (C8-2018-0115.0B - BY OTHERS) (CURRENTLY UNDER REVIEW) 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 ONE STORY RETAIL=8,400 s.f. RESTAURANT=1,600 s.f. 60' MAX. HT. SLAB ON GRADE FFE=663.0 D D DETENTION POND D N O P . D E S FILT. POND L I A T E R N O R E M A C N A L P G N V A P 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. 09 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. 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 : 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 I G N V A P : t o h s p a n S I \ g w d . G N V A 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 SHEET of 09 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 116 of 20 *FLOOD PLAIN DELINEATION PER APPROVED FLOOD PLAIN STUDY FOR EAST RUNDBERG LANE EXTENSION - INFRASTRUCTURE IMPROVEMENTS (C8-2018-0115.1B) *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 N A L P G N D A R G 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 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. 10 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. 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 I G N D A R G : t o h s p a n S I g w d . G N D A R G 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 10 33 09 SP-2019-0107C(XT2) - Cameron Retail; District 117 of 20 R1 = 6 mm ( 1/4 '') R2 = 65 mm (2 1/2 '') R3 = 90 mm (3 1/2 '') R1 150 mm (6'') 450 mm (1'-6'') GRADE CONTROL R2 150 mm (6'') R3 300 mm (1'-0'') 175 mm (7'') 425 mm (1'-5'') R1 = 6 mm ( 1/4 '') R2 = 65 mm (2 1/2 '') R3 = 90 mm (3 1/2 '') R1 150 mm (6'') 450 mm (1'-6'') 150 mm (6'') R2 R3 300 mm (1'-0'') 175 mm (7'') 425 mm (1'-5'') 125 mm (5'') 25 mm (1'') R1 150 mm (6'') 160 mm (6 1/4 '') 150 mm (6'') 125 mm (5'') 150 mm (6'') 125 mm (5'') 150 mm (6'') 600 mm (2') PROPERTY LINE PROPERTY LINE 1.2 m (4') EXPANSION JOINT SIDEWALK EXPANSION JOINT VARIES CONTROL JOINT 1.5 m (5') VARIES 12 m (40') MAX. CURB & GUTTER PLAN VARIES 1.2 m (4') MIN. RESIDENTIAL 1.8 m (6') MIN. COMMERCIAL SLOPE 20 mm/m 1 4''/ FT.) MAX. ( SMOOTH DOWEL 4 TYP. SEE DETAIL SHEET 2 OF 2 PL 600 mm (2') 100 mm (4'') MIN. 50 mm (2'') SAND CUSHION CLASS A CONCRETE POLYPROPYLENE FIBRILLATED FIBERS, OR 150 mm X 150 mm X MW9 X MW9 (6'' X 6'' X W1.4 X W1.4) WELDED WIRE FABRIC OR ONE LAYER 10M (#3) BARS PLACED NOT MORE THAN 450 mm (18'') C.C. BOTH DIRECTIONS. REINFORCEMENT SHALL ACCURATELY PLACED AT SLAB MID-DEPTH AND HELD FIRMLY IN PLACE BY MEANS OF BAR SUPPORTS OF ADEQUATE STRENGTH AND NUMBER THAT WILL PREVENT DISPLACEMENT AND KEEP THE STEEL AT ITS PROPER POSITION DURING THE PLACEMENT OF THE P.C. CONCRETE. IN NO INSTANCE SHALL THE STEEL BE PLACED DIRECTLY ON THE SUBGRADE OR SAND CUSHION LAYER. 600 mm (24") 1 13 mm ( 2") DIA. SMOOTH DOWEL 400 mm (16") DOWEL COATING DOWEL SLEEVE TO FIT DOWEL AND BE SECURED TO DOWEL ROD SUPPORT CLOSED END PIPE SLEEVE, SCH 40 PVC, MIN. 100 mm (4"), MAX. 250 mm (10") EXTEND A MINIMUM OF 150 mm (6") FROM EACH EDGE OF SIDEWALK EXPANSION JOINT 1.5 m (5'-0") MIN. UTILITY SERVICE LINE PROPERTY LINE SIDEWALK EXPANSION JOINT CURB & GUTTER UTILITY MAIN DOWEL ROD SUPPORT 2 TYP. 1 13 mm ( 2") PREMOLDED EXPANSION JOINT MATERIAL DOWEL DETAIL 25 mm (1") CLEARANCE 50 mm (2") MIN. EXPANSION JOINT (TYP. BOTH SIDES) VARIES SIDEWALK OVER UTILITY SERVICE LINE PLAN 100 mm (4'') MIN. CONCRETE SIDEWALK 50 mm (2'') SAND CUSHION UTILITY SERVICE LINE PIPE SLEEVE SECTION OF SIDEWALK OVER UTILITY SERVICE LINES NOTES: 1. THIS STANDARD APPLIES TO THE INSTALLATION OF NEW UTILITIES OR UTILITIES BEING REPLACED BY A NEW LINE. 2. NO JOINTS IN UTILITY SERVICE PIPE TO BE LOCATED INSIDE PVC PIPE SLEEVE. 200 mm (8'') 400 mm (1'-4'') SECTION DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS SIDEWALK RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 1 OF 3 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS SIDEWALK RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 2 OF 3 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS SIDEWALK RECORD COPY SIGNED BY BILL GARDNER 03/26/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-1 3 OF 3 (cid:179) (cid:180) T O W A W A Y Z O N E / F I R E L A N E T O W A W A Y Z O N E / F I R E L A N E T O W A W A Y Z O N E / F I R E L A N E FIRE LANE MARKING DETAIL (N.T.S.) T O W A W A Y Z O N E / F I R E L A N E ACCESSIBLE PARKING 9.5 mm (3 8") DIA. SCH. 40 GALVANIZED 48 mm (1 9/10'') O.D. 762 mm-914 mm (30''-36'') 5.8 mm (2'') MIN. 152 mm (6'') MIN. 508 - 610 mm (20 - 24'') FRONT VIEW SEE BASE PLATE DETAIL TYP 9.5 mm (3/8'') Ø DRILLED VENT HOLE TOP SIDE ONLY TOP VIEW 13 mm (1/2'') Ø DRILLED HOLES CENTERED BETWEEN EDGES OF BASE PLATE AND EDGE OF PIPE BASE PLATE DETAIL 76 mm (3'') MIN. 152 mm (6'') MIN. 13 mm (1/2'') Ø DRILLED HOLES CENTERED BETWEEN EDGES OF BASE PLATE AND EDGE OF PIPE ALT BASE PLATE DETAIL (CIRCULAR OR OVAL PLATE) BIKE RACK SEE INSTALLATION DETAIL BELOW CONCRETE SIDEWALK STD. 432S-1 BASIC INSTALLATION SECURE BIKE RACK WITH 10 mm X 76 mm (3/8" X 3") HEX HEAD SLEEVED MECHANICAL EXPANSION ANCHOR BOLT AND LOCK NUT* 10mm (3/8") Ø DRILLED HOLE INSTALLATION DETAIL GENERAL NOTES: 1. RACK INSTALLATION METHOD SHALL COMPLY WITH CITY STANDARD DETAIL 710S-3, 710S-4, OR 710S-5. 2. RACK PLACEMENT SHALL COMPLY WITH APPLICABLE CITY STANDARD DETAILS 710S-6A, 710S-6B, OR 710S-6C AND CITY OF AUSTIN CODE SECTION 25-6-477 OR ITS SUCCESSOR. 3. BASE PLATES TO BE 6.35 mm (1/4") PLATES, ASTM A-36 1010-1018 LOW CARBON PRIME STEEL GENERAL NOTES: 1. RACKS SHALL COMPLY WITH CITY STANDARD DETAIL 710S-1 OR 710S-2. 2. RACK PLACEMENT SHALL COMPLY WITH APPLICABLE CITY STANDARD DETAILS 710S-6A, 710S-6B, OR 710S-6C AND IN COMPLIANCE WITH CITY OF AUSTIN CODE SECTION 25-6-477 OR ITS SUCCESSOR. *TO PREVENT THEFT OF BICYCLE RACK OR BIKES, EXPOSED BOLTS MUST BE DEFORMED AND NUTS RE-TIGHTENED TO PREVENT THEM FROM BEING EASILY UNTHREADED. NUTS SHOULD BE TESTED TO ENSURE THAT THEY CANNOT BE EASILY REMOVED AFTER DEFORMATION. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CLASS III STYLE BICYCLE PARKING CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS BICYCLE RACK INSTALLATION IN CONCRETE SIDEWALK-ALTERNATE 1 RECORD COPY SIGNED BY COUNG TRAN 09/26/12 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 710S-1 1 OF 1 RECORD COPY SIGNED BY COUNG TRAN 09/26/12 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 710S-4 1 OF 1 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 S L I A T E D L A R E N E G 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 76.2 mm (3") 12.7 mm 2") (1 9.5 mm (3 8") SEE NOTE 127 mm (5") 254 mm (1") 9.5 mm (3 8") 9.5 mm (3 8") 25.4 mm (1") NO PARK ING FIRE ZONE 28.5 mm (11 8") 75 mm (3") 44.5 mm (13 4'') 76.2 mm (3") 25.4 mm (1'') 76.2 mm (3") 31.8 mm (1‚") 50.8 mm (2") 38.1 mm (11 2") 50.8 mm (2") 63.5 mm (2‚") 533.4 mm (21") 9.5 mm (3 8") DIA. 75 mm (3") 76.2 mm (3'') TOW-AWAY Z ON E 9.5 mm (3 8") DIA. 381mm (15'') 41.3 mm (1‚") 76.2 mm (3") 19.1 mm (3 4") 76.2 mm (3") 41.3 mm (1‚") 254 mm (10'') LETTERING, ARROW AND BORDER: RED TRANSPARENT BACKGROUND - SILVER REFLECTIVE SHEETING NOTE - ARROW MAY BE LEFT, RIGHT, OR DOUBLE CITY OF AUSTIN FIRE DEPARTMENT RECORD COPY SIGNED BY CARL D. WREN RESTRICTED ZONE SIGNS, TYPE II 9/14/05 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 901S-6 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. 11 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. : 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 11 3(cid:22) 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 118 of 20 250 mm (10'') 50 mm (2'') 100 mm (4'') 300 mm (1') 125 mm (5'') 1.8 m (6'-0'') 19 mm (3 4") DIA. HOLE 300 mm (1') 125 mm (5'') 5M (#3) BARS 50 mm (2'') PLAN 1.8 m (6'-0'') 1.7 m (5'-8'') 19 mm (3 4") DIA. HOLE 5M (#3) BARS 19 mm (3 4") DIA. HOLE LONGITUDINAL SECTION 3 m (10'') 100 mm (4'') 75 mm (3'') 5M (#3) BARS 19 mm (3 4") DIA. HOLE ALL CONCRETE SHALL BE CLASS "A" IN ACCORDANCE WITH ITEM 403S. CROSS SECTION 75 mm (3'') 100 mm (4'') 50 mm (2'') R.O.W. A EXP. JOINT 1.2 m (4'-0'') MIN. SLOPE 2% MAX. SIDEWALK TIE-IN LOCATION. SEE NOTE 13 PT SEE NOTE 3 ZERO CURB AT SIDEWALK EDGE. (SEE NOTE 4) PC B EXIST. JOINT SEE NOTE 6 MATCH CATCH/SPILL GUTTER SECTION OF EXISTING CURB & GUTTER PLAN WIDTH 0.6 m (2'-0'') TYP. R.O.W. PEDESTRIAN CROSSING SIDEWALK TIE-IN LOCATION. SEE NOTE 13 PT EXP. JOINT (SEE NOTE 5) R PC SAW-CUT & EXP. JOINT NOTE: ALL DRIVEWAYS SHALL BE SLOPED TOWARDS THE STREET FROM THE R.O.W. LINE. ELEVATION OF POINT A ABOVE POINT B IS, TYPICALLY A MINIMUM OF 150 mm (6'') PLUS 20 mm/m (1 4'' RISE/FOOT) OVER DISTANCE "X" IN METERS (FEET). RADIUS CURB B BASE 175 mm (7'') 300 mm (12'') X 1.2 m (4'-0'') MIN. VARIES 10% MAX. SLOPE 2%MAX. SLOPE 0.6 m (2'-0'') TYP. A 50 mm (2'') SAND BEDDING SEE CHART SHEET 2 OF 3 CROSS SECTION NORMAL CONCRETE MIX DESIGN FOR CONCRETE PAVEMENT, SECTION 360.5 STANDARD SPECIFICATION ITEM NO. 360 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS PARKING LOT BUMPER CURB RECORD COPY SIGNED BY BILL GARDNER APPROVED 3/15/05 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 439S-1 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPE II DRIVEWAY RECORD COPY SIGNED BY CUONG TRAN 02/24/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 433S-2 1 OF 2 DUMPSTER ENCLOSURE TOP MAT ( SYMMETRICAL ABOUT C.L. ) 265 mm (10 1/2 '') 460 mm (1'-6'') . P X E T N O J I R.C.P. STORM AT DIFFERENT TIE-IN ANGLES L M 225 mm A (9'') B CL E N L I I L A C R T E M M Y S I E N L H C T A M 460 mm (1'-6'') 150 mm (6'') m m 0 3 1 ) ' ' 5 ( 60 mm (2 1/2 '') R 120 mm (4 3/4 '') 57 mm (2 1/4 '') 178 mm (7'') H (EXTEND 460 mm (1'6'') INTO TRANSITION CURB) A ( 15 BARS) 6 mm(1/4'') : 304 mm (1') SLOPE L (6 BARS) C (7 BARS) D (5 BARS) B (4 BARS) 40mm (1 1/2'') 50 mm (2'') m m 0 0 2 I N M ) ' ' 4 / 3 7 ( . I N M ) ' ' 6 - ' 1 ( . I N M ) ' ' 6 - ' 3 ( m 1 160 mm (6 1/4") 150 mm (6'') R ''X'' m m 0 0 5 I N M ) ' ' 0 - ' 2 ( m m 0 0 6 " X " + E P P F O I . D . I I N O T C U R T S N O C T N O J I I N O T C U R T S N O C T N O J I G (11 BARS) (3 BARS) F (EXTEND 1' INTO TRANSITION CURB) J (4 BARS) "V" SECTION (TYP.) FILL CONCRETE (SEE NOTE 12) K (30 BARS) 75 mm (3'') 75 mm (3'') 50 mm (2'') 600 mm (2'-0'') MIN. O.D. OF PIPE 150 mm (6'') 150 mm (6'') ELEVATION - SECTION PERM. CONSTRUCTION JOINT R.C.P. STORM AT DIFFERENT TIE-IN ANGLES 3 m (9'-8'') F G 150 mm (6'') LENGTH OF INLET LENGTH OF INLET 3 m (10'-0'') STANDARD CL E N I L I L A C R T E M M Y S E N I L H C T A M D C L BOTTOM MAT (SYMMETRICAL ABOUT C.L.) 460 mm (1'-6'') H PERMISSIBLE CONSTRUCTION JOINT . P X E T N O J I LENGTH OF INLET 150 mm (6'') 3 m (9'-8'') USE THICKNESS REINFORCEMENT DRIVEWAYS FOR PASSENGER VEHICLE PARKING LOTS 150 mm (6'') MIN. ALL OTHERS 175 mm (7'') MIN. 125 mm (5'') MIN. CONCRETE WITH ONE LAYER OF13M (#4) BARS PLACED ON CHAIRS AT MIDDEPTH OF SLAB AT NO MORE THAN 450 mm (18") O.C. BOTH DIRECTIONS 125 mm (5'') MIN. CONCRETE WITH ONE LAYER OF13M (#4) BARS PLACED ON CHAIRS AT MIDDEPTH OF SLAB AT NO MORE THAN 450 mm (18") O.C. BOTH DIRECTIONS R.O.W. FACE OF CURB -2% SLOPE (TYP.) 1G SLOPE 10% MAX. 2% MAX. NOTES: ALLOWABLE GRADES ALL TYPE II DRIVEWAYS SHALL HAVE RADIUS ENDS. SEE NOTE 10 G2 G1 D D G 2 DRIVEWAY VOLUME (ADT) >1500 500-1500 < 500 D=GRADE CHANGE STD. 0% 3% 6% MAX 3% 6% 15% 1. 2. 3. 4. 5. 6. 7. 8. 9. DRIVEWAY WIDTHS AND RADII DIMENSIONS, ONE/TWO WAY TRAVEL REQUIREMENTS, AND GEOMETRIC LAY-OUT ARE HIGHLY VARIABLE, SUBJECT TO SITE SPECIFIC CONDITIONS AND REQUIREMENTS. SEE TRANSPORTATION CRITERIA MANUAL. SECTION 5 "DRIVEWAYS". THE DRIVEWAY EDGE SHALL BE SMOOTHLY TRANSITITIONED INTO THE SIDEWALK TIE-IN LOCATION BEGINNING AT THE RADIUS PC LINE. "ZERO" CURB AT PT OR SIDEWALK EDGE, WHICHEVER IS ENCOUNTERED FIRST. PLACE AN EXPANSION JOINT DOWN THE CENTER OF DRIVEWAY ALL DRIVEWAYS. IF DIMENSION IS LESS THAN 1.5 METERS (5 FEET), REMOVE CURB AND GUTTER TO EXISTING JOINT AND POUR MONOLITHICALLY WITH DRIVEWAY. IF THE BASE IS OVER-EXCAVATED WHERE THE CURB AND GUTTER WERE REMOVED, BACKFILL WITH CONCRETE MONOLITHICALLY WITH THE DRIVEWAY. TYPE II DRIVEWAYS ARE TO BE LOCATED NO CLOSER TO THE CORNER OF INTERSECTING RIGHT OF WAY THAN 60% OF PARCEL FRONTAGE AT 30 METERS (100 FEET): WHICHEVER IS LESS. DRIVEWAY SHALL NOT BE CONSTRUCTED WITHIN THE CURB RETURN OF A STREET INTERSECTION. 10. WHILE THE PROPERTY OWNER REMAINS RESPONSIBLE FOR GRADE BREAKS WITHIN PRIVATE PROPERTY, THE FIRE DEPARTMENT SHALL BE CONSULTED WHERE THE DRIVEWAY IS ESSENTIAL TO EMERGENCY VEHICLE ACCESS AND "G2 IS GREATER THAN 15%. 11. 12. 13. USE 12 MM (1/2") ASPHALT BOARD OR OTHER APPROVED MATERIAL FOR CURB AND GUTTER EXPANSION JOINTS. SIDEWALK, AT THE R.O.W. LINE AND AT MIDWIDTH, SEE NOTE 5. SEE TRANSPORTATION CRITERIA MANUAL, SECTION 5 FOR OTHER DRIVEWAY REQUIREMENTS. THE SIDEWALK, REGARDLESS OF ITS LOCATION WITH RESPECT TO THE CURB OR PROPERTY LINE, SHALL BE CONNECTED TO THE DRIVEWAY AT THESE LOCATIONS. 14. WATER METER BOXES AND WASTEWATER CLEAN OUTS ARE PROHIBITED FROM BEING LOCATED IN DRIVEWAY AREAS. CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPE II DRIVEWAY RECORD COPY SIGNED BY CUONG TRAN 02/24/10 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 433S-2 2 OF 2 TABLE OF QUANTITIES FOR 18'' OUTLET PIPE REINFORCING STEEL QUANTITIES BARS SIZE SPACING NUMBER LENGTH WEIGHT A B C D E F G H J K L M 4 4 4 6 4 4 4 6 4 4 4 4 230mm (9'')* 250 mm (10'') 460 mm (18'') 150 mm (6'') 300 mm (12'') 250 mm (10'') 300 mm (12'') _- 300 mm (12'') 230 mm (9'')* 300 mm (12'')* - 15 2 m (7'-0'') 4 7 5 6 3 11 1 7 30 6 4 3.25 m (10'-8'') 760 mm (2'-6'') 3.25 m (10'-8'') 760 mm (2'-6'') 4 m (13'-0'') 1.25 m (4'-3'') 4.25 m (14'-0'') 3.25 m (10'-8'') 800 mm (2'-7 1/2'') 1.3 m (4'-4'') 500 mm (1'-8'') AVG 73 29 12 80 10 35 31 20 50 52 17 4 413 4.06 TOTAL STEEL, LB. TOTAL CONCRETE, C.Y. * EXCEPT AS SHOWN ON PLAN 180 mm (7'') 560 mm(22'') . I N M ) ' ' 5 - ' 2 ( m m 0 4 7 BAR G BAR K BAR A 300 mm (12'') QUANTITIES SHOWN HEREON ARE FOR THE CONTRACTOR'S INFORMATION ONLY. IN AREAS OF CONFLICT BETWEEN CHAMFER ALL EXPOSED EDGES 20 mm (3/4 ''). MANHOLE FRAME AND COVER SHALL BE IN ACCORDANCE WITH CITY OF ALL CONCRETE SHALL BE CLASS "A" ALL REINFORCING STEEL SHALL BE GRADE 60 DIMENSIONS RELATING TO REINFORCING STEEL ARE TO CENTERS OF BARS. VERTICAL STEEL MAY BE SPLICED (380 mm or 15'' MIN. LAP) IN THE NOTES: 1. 2. 3. 4. LOWER ONE-HALF OF ALL INLET WALLS.5. REINFORCING STEEL, PIPES AND MANHOLE FRAME, THE REINFORCEMENT SHALL BE BENT OR ADJUSTED TO CLEAR AS DIRECTED BY THE ENGINEER. 6. PAYMENT WILL BE MADE FOR EACH INLET OF THE TYPE SPECIFIED, COMPLETE IN PLACE INCLUDING MANHOLE FRAME AND OVER. 7. 8. AUSTIN STANDARD 503S-1. 9. CONSTRUCTION OF INLETS, INCLUDING PRECAST UNITS. PLANS FOR SUCH PROPOSED ALTERNATES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE CONSTRUCTION. 10. SURROUNDING MATERIAL IS SUCH THAT IT CAN BE TRIMMED TO A SMOOTH VERTICAL FACE. WHEN INLET WALLS ARE PLACED TO NEAT EXCAVATION LINES THE WALL THICKNESS SHALL NOT EXCEED 10 INCHES. 11. TRANSITION CURB. 12. AS "V" SECTION 13. NO SPLICING OF REINFORCING STEEL SHALL BE PERMITTED UNLESS OTHERWISE NOTED ON THE PLANS OR PERMITTED IN WRITING BY THE ENGINEER. ALL INLET WALLS SHALL BE FORMED EXCEPT WHERE THE NATURE OF THE INVERT OF INLET SHALL BE SLOPED 1:20 WITH FILL CONCRETE, SHAPED THE CONTRACTOR MAY PROPOSE ALTERNATE PROCEDURES FOR THE PAYMENT FOR INLET AT THE CONTRACT PRICE SHALL INCLUDE THE 90 mm (3 1/2 '') m m 0 0 5 ) ' ' 2 / 1 9 1 ( 750 mm (2'-5 1/2 '') MIN. 60 mm (2 1/2 '') . I N M ) ' ' 0 1 - ' 3 ( m 2 . 1 REFERENCES: FOR EXPANSION JOINT DOWEL AND DOWEL LOCATION DETAILS SEE STD. 430S-3, "CURB EXPANSION JOINT DOWEL DETAIL". FOR 18'' MANHOLE FRAME AND COVER DETAILS SEE STD. 503S-1, "18'' COVER AND FRAME". 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 1.2 m (4'-0") MIN. CONNECTING SIDEWALK VARIES PER THE DRAWING AND SITE CONDITIONS 1.2 m (4'-0") MIN. LIMITS OF SIDEWALK LIMITS OF RAMP 1.5 m (5'-0") MIN. DETECTABLE WARNING SURFACE: SEE STD. 432S-2A WING 1:10 MAX. 1.5 m (5'-0") MIN. LIMITS OF RAMP WING 1:10 MAX. 1.5 m (5'-0") MIN. . X A M 2 1 1 : 1.4 m (4'-8") MIN. SAW CUT EXISTING CURB & GUTTER. IF WITHIN 600 mm (2') OF EXPANSION JOINT, REMOVE CURB & GUTTER TO JOINT. 1.2 m (4'-0") MIN. TRANSITION CURB TO MEET RAMP 150 mm (6") 450 mm (1'-6") STANDARD 600 mm (2') CURB & GUTTER CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPE 1 SIDEWALK CURB RAMP RECORD COPY SIGNED BY BILL GARDNER 9/14/05 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-5 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 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS FOR CURB INLET CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS FOR CURB INLET CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS FOR CURB INLET CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS FOR CURB INLET RECORD COPY SIGNED BY BILL GARDNER 12/09/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 508S-3 1 OF 4 RECORD COPY SIGNED BY BILL GARDNER 12/09/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 508S-3 2 OF 4 RECORD COPY SIGNED BY BILL GARDNER 12/09/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 508S-3 3 OF 4 RECORD COPY SIGNED BY BILL GARDNER 12/09/08 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 508S-3 4 OF 4 m m 3 X m m 2 3 X m m 2 3 - L I A R P O T . 1 ) " 8 / 1 X " 4 / 1 1 X " 4 / 1 1 ( E B U T L E E T S ) " 2 / 1 ( m m 3 1 - R E T S U L A B . 2 R A B L E E T S : S E T O N CL m m 3 X m m 2 3 X m m 2 3 - L I A R M O T T O B . 3 ) " 8 / 1 X " 4 / 1 1 X " 4 / 1 1 ( E B U T L E E T S m m 9 8 ) " 2 / 1 3 ( R A E L C m 6 . 1 ) " 4 1 - ' 5 ( . P Y T CL CL CL ) " 4 ( m m 0 0 1 B 1 E T O N E E S L I A R P O T 2 E T O N E E S R E T S U L A B L I A R M O T T O B 3 E T O N E E S m m 9 8 ) " 2 / 1 3 ( A . X A M . . C O ) " 4 ( m m 0 0 1 Y L N E V E E C A P S - S R E T S U L A B 42" MIN. (*USE 6' FOR PONDS) ) " 2 / 1 3 ( m m 9 8 D E E C X E O T G N N E P O O N H T W I I I N O T A V E L E L I A R D N A H N A R T S E D E P I : I S E T O N H S N F L A R D N A H I I I D E P W D N A H . I M E T S Y S Y A R P S L L U F A G N S U D E S A E R G E D E B L L A H S S T N E N O P M O C , I I G N T N A P O T R O R P 1 I . 150 mmX150 mmX13 mm (6"X6"X1/2") STEEL PLATE MOUNT TO POURED CONCRETE BASE WITH 4- 13 mm X 250 mm (1/2" X 10") ANCHOR BOLTS (STAINLESS STEEL) 50 mm (2") NOMINAL DIA. DOUBLE-EXTRA STRONG STEEL PIPE 0.31 mm (5/16") NOTE: BASEPLATES SHALL NOT SPAN EXPANSION JOINTS. R U O P R E V O E T E R C N O C R O L L I F T C E L E S D E T C A P M O C ) I S E D S H T O B . P Y T ( Y R A S S E C E N F I T U O R G C I L L A T E M N O N - E S A B G N I L E V E L I K N R H S N O N - ) " 1 ( m m 5 2 D N U O R G G N T S X E I I I D E C R O F N E R O T E G A M A D I D O V A O T ) " 0 3 ( m m 0 5 7 P E E D ) " 4 2 ( m m 0 0 6 D E E C X E T O N O D L L A W G N N A T E R I I A. BASE PLATE DETAIL 73 mm ( 2 7/8") 10 mm (3/8") 6 mm (1/4") m m 1 9 1 R ) " 2 / 1 7 ( . I - D E R D R A T O N I , M E T S Y S B. CAP SECTION EASE EDGES 1.6 mm (1/16") MILLED STEEL CAP 50 mm (2") NOMINAL DIA. DOUBLE-EXTRA STRONG STEEL PIPE A L I A T E D E E S 4 F O 2 T E E H S m m 0 5 1 . I N M ) " 6 ( D E C A P S Y L L A U Q E I S E T ) 3 # ( M 5 - 4 H T W I S R A B L A C T R E V I ) 5 # ( M 5 1 - 4 . I A D ) " 2 1 ( m m 0 0 3 . I N M : E T O N . I I I R E P R O F S E P O L S E D S E L B A T S E D V O R P O T Y R A S S E C E N S A G D D N A H L L A H S R O T C A R T N O C I I D U Q I L . T A O C R E D W O P D E I L P P A Y L L A C T A T S O R T C E L E I , E E R F - D A E L , I C X O T - N O N E B L L A H S T N A P E H T I . 2 N E V O N A N I D E R U C E K A B E B L L A H S T N A P E H T I . E L B A T P E C C A T O N S I I N O T A C I L P P A E P Y T P D R O Y A R P S I . N E V O G N K A B I , A N I I D E R D E B L L A H S S T N E N O P M O C , I I G N T N A P O T R O R P D N A I , I G N S A E R G E D G N W O L L O F I . E L B A T P E C C A T O N S I I G N N A E L C 25 mm (1") NON-SHRINK NON-METALLIC GROUT LEVELING BASE . I L A T E D E S A B E T E R C N O C R E P D E L L R D I I I N O T A V R E S B O R O F N O T A L L A T S N I I F O E C N A V D A N I I S R U O H 8 4 E V T A T N E S E R P E R BALUSTER BOTTOM RAIL 150 mmX150 mmX13 mm (6"X6"X1/2") STEEL PLATE MOUNT TO POURED CONCRETE WALL WITH 4- 13 mm X 250 mm (1/2" X 10") ANCHOR BOLTS (STAINLESS STEEL) WALL WALL MOUNTING DETAIL I I D E T A N G S E D R O R E E N G N E Y F T O N L L A H S R O T C A R T N O C I . I D E N A T N A M S I I T N E M E C R O F N E R H T W I I R E T E M A D I ) " 2 1 ( I I m m 0 0 3 M U M N M T A H T H C U S E T E R C N O C H T W D E L L I F E B L L A H S N O T A V A C X E E R T N E I I I CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS PEDESTRIAN HANDRAIL CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS PEDESTRIAN HANDRAIL CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS PEDESTRIAN HANDRAIL CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS PEDESTRIAN HANDRAIL RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 707S-1 1 OF 4 RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 707S-1 2 OF 4 RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 707S-1 3 OF 4 RECORD COPY SIGNED BY KERI JUAREZ 01/04/11 ADOPTED THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 707S-1 4 OF 4 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. 12 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. L I A T E R N O R E M A C S L I A T E D L A R E N E G 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 : 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 12 33 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 119 of 20 *SEE ENGINEER'S REPORT FOR ALL DRAINAGE CALCULATIONS *TOPOGRAPHY SOURCE: C.O.A. 2-FT CONTOURS OFFSITE BASIN 2 0.04 AC. EXISTING BASIN 1 1.31 AC. OFFSITE BASIN 1 58.22 AC. C.O.A. HEC-HMS: WALNUT_FUTURE.HMS *OFFSITE BASIN 1 IS THE UPSTREAM PORTION OF "LWALN075" THAT PASSES THROUGH ONSITE CREEK 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 E T S F F O : t o h s p a n S 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 E T S F F O 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 0 1 = " 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 13 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. 13 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. 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 08/12/20208/12/20208/12/20238/12/202009 SP-2019-0107C(XT2) - Cameron Retail; District 120 of 20