5 SP-2022-0364C - Rich Industrial Park Part 1 — original pdf

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ZONING AND PLATTING COMMISSION SITE PLAN COMPATIBILITY WAIVER REVIEW SHEET (512) 974-2140 SP-2022-0364C (512) 306-0018 Rich Industrial Park ZAP DATE: March 5, 2024 130 Ralph Ablanedo Drive 2 Heather.chaffin@austintexas.gov 130 Ralph Ablanedo, LLC 1112 West 9th Street Austin, Texas 78703 Austin Civil Engineering, Inc., Calvin Weiman 9501-B Menchaca Road, Suite 220 Austin, Texas 78748 CASE NUMBER: PROJECT NAME: ADDRESS: COUNCIL DISTRICT: APPLICANT: AGENT: CASE MANAGER: Heather Chaffin PROPOSED DEVELOPMENT: The property is zoned LI-CO and is currently developed with administrative office, limited warehousing & distribution, and retail land uses. The site currently contains 46,380 square feet of building space; the applicant proposes adding 23,800 additional square feet of building for the same uses. The site plan includes related parking, drainage and water quality features and other related improvements are proposed. WAIVER REQUEST: The applicant is a waiver of compatibility standards for building setbacks adjacent to property zoned SF-5 or more restrictive. Instead of the Code required 25-foot setback, the applicant requests a 5-foot setback for buildings along the northern property line, a 22-foot setback for parking along the northern property line and a 22-foot setback for drainage and water quality structures along the eastern and northern property lines. COMPATIBILITY: Section 25-2-1051 states that Article 10 Compatibility Standards apply if a use in a SF-6 or less restrictive zoning district is located on a property across the street from or adjoining a property on which is zoned SF-5 or more restrictive or a use is permitted in a SF-5 or more restrictive zoning district is located. Section 25-2-1063 establishes setback requirements. § 25-2-1063 - HEIGHT LIMITATIONS AND SETBACKS FOR LARGE SITES (A) This section applies to a site that has: (1) an area that exceeds 20,000 square feet; or (2) a street frontage that exceeds 100 feet. (B) In this section, the term "structure" excludes a rain garden using no concrete that is designed in accordance with the Environmental Criteria Manual. A person may not construct a structure 25 feet or less from property: (1) in an urban family residence (SF-5) or more restrictive zoning district; or (2) on which a use permitted in an SF-5 or more restrictive zoning district is located.  2 PROPOSED F.A.R.: 0.8:1 PROPOSED BLDG. COVER: 20.9% PROPOSED IMPERVIOUS COVER: 62.2% SP-2022-0364C – Rich Industrial Park SUMMARY STAFF RECOMMENDATION: Staff recommends approval of the compatibility setback waiver request. The site complies with all other compatibility standard requirements, such as lighting, screening, etc. PROJECT INFORMATION SITE AREA: 7.716 acres EXISTING ZONING: LI-CO ALLOWED F.A.R.: 1:1 MAX. BLDG. COVERAGE: 75% MAX. IMPERVIOUS COVER: 80% SURROUNDING CONDITIONS: Zoning/ Land Use North: MF-4-CO, Multifamily East: LI-CO, Limited warehousing & distribution, Administrative offices South: GR-MU, Single family residential West: SF-4-CO, Single family residential NEIGHBORHOOD ORGNIZATIONS: Austin Independent School District Austin Lost and Found Pets Austin Neighborhoods Council Friends of Austin Neighborhoods Homeless Neighborhood Association Neighborhood Empowerment Foundation Onion Creek Homeowners Association Parkridge Gardens HOA Peaceful Hill Preservation Association Preservation Austin SELTexas Sierra Club, Austin Regional Group South Austin Neighborhood Alliance (SANA) South Boggy Creek Neighborhood Association  February 27, 2024 Attn: Heather Chaffin City of Austin Development Services Dept – Land Use Review P.O. Box 1088 Austin, TX 78767 RE: Case Number SP-2022-0364C; Rich Industrial Park – Compatibility Waiver Request Heather, Please accept this request for a waiver for the project known as Rich Industrial Park from the requirements of LDC 25-2-60, specifically the requirement for a minimum 25 foot rear yard setback. We are requesting this waiver due to the limited site space to create a feasible project that can appropriately site the required infrastructure. The following setbacks have been provided: • Buildings are setback at 5’ from the northern property line. • Parking is setback 22’ from the northern property line. • The detention/WQ facility is setback 22’ and 24’ feet from the eastern and northern property line. Also, the adjacent property is buffered with an additional 55 feet that consists of a setback, parking stalls and a driveway. Therefore, we believe the intent of the minimum rear yard setback is being met has intended by Section 25-2-60. Let us know if additional information or materials are required to approve this waiver. Thank you kindly for your review and assistance. Please contact us with any questions. Sincerely, Calvin Weiman, P.E. Project Manager Austin Civil Engineering, Inc. cw@austincivil.com CASE NUMBER: SP-2022-0364C SUBMITTAL DATE: JULY 12, 2022 LAND STATUS DETERMINATION: C8I-2008-0130 PROJECT ADDRESS: 130 RALPH ABLANEDO DR AUSTIN, TEXAS 78748 ZONING: LI - CO LAND USE SUMMARY: WAREHOUSING, SINGLE FAMILY SUBMITTAL DATE: JULY 12, 2022 PREVIOUS CASE NO: SP-99-213C , SP-2004-0180C , SP-2009-0133C ACREAGE: 6.74 - ACRES, AND 0.976 ACRES LEGAL DESCRIPTION: 6.74 ACRES OF LAND OUT OF THE WILLIAM CANNON LEAGUE, ABSTRACT NO. 6 IN TRAVIS COUNTY, TEXAS, BEING AL THAT CERTAIN (6.74 ACRE) TRACT OF LAND AS CONVEYED TO 130 RALPH ABLANEDO, LLC, BY GENERAL WARRANTY DEED RECORDED IN DOC NO: 2020115774 OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS, SAME BEING A PORTION OF THAT CERTAIN (7.7256 ACRE TRACT OF LAND AS CONVEYED TO MICKEY RICH PLUMBING AND HEATING,INC. BY WARRANTY DEED RECORDED IN VOL. 8855 PG. 975 OF THE REAL PROPERTY RECORDS OF TRAVIS COUNTY, TEXAS. 0.976 ACRE OF LAND OUT OF THE WILLIAM CANNON LEAGUE, ABSTRACT NO. 6 IN TRAVIS COUNTY, TEXAS, BEING ALL OF THAT CERTAIN (0.976 ACRE) TRACT OF LAND CONVEYED TO JEFFERY WAYNE RICH BY SPECIAL WARRANTY DEED RECORDED IN DOC NO: 2007166060 OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS, AND HAVING BEEN PREVIOUSLY DESCRIBED IN WARRANTY DEED RECORDED IN VOL. 530 PG. 630 OF THE DEED RECORDS OF TRAVIS COUNTY, TEXAS. 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I CITY OF AUSTIN GRID #: G14 , MAPSCO PG #: 674 J, 674 N AUSTIN, TX 130 RALPH ABLANEDO LLC 1112 W 9TH STREET AUSTIN, TX. 78703 PHONE: (512) 496-5839 AUSTIN CIVIL ENGINEERING, INC. 9501-B MENCHACA ROAD, SUITE 220 AUSTIN, TEXAS 78748 PHONE: (512) 306-0018 BLAIR LANDSCAPE ARCHITECTURE, LLC WILL BLAIR 100 CONGRESS AVE, SUITE 2000 AUSTIN, TX 78701 PHONE: (512) 522-8979 x 101 GKZ INC FRANK GOMILLION 215 WEST SAN ANTONIO STREET SAN MARCOS, TX 78666 PHONE: (512) 353-3339 HOLT CARSON INC HOLT CARSON 1904 FORTVIEW ROAD, AUSTIN, TX 78704 PHONE: (512) 442-0990 1. COVER SHEET 2. GENERAL NOTES 3. EXISTING TOPOGRAPHIC AND TREE SURVEY 4. PRE-DEV DRAINAGE AREA MAP 5. DEVELOPED DRAINAGE AREA MAP 6. OVERALL SITE PLAN 7. DEMOLITION AND E & S CONTROL PLAN 8. SITE PLAN 9. GRADING AND STORM PLAN 10. WATER DISTRIBUTION PLAN 11. WATER PLAN & PROFILE 12. WASTEWATER COLLECTION PLAN 13. WATER QUALITY AND DETENTION POND PLAN 14. WATER QUALITY AND DETENTION POND DETAILS 15. EROSION AND SEDIMENTATION CONTROL PLAN 16. AUSTIN WATER GENERAL INFORMATION AND CONSTRUCTION NOTES 17. DETAILS: SITE 18. DETAILS: EROSION AND SEDIMENTATION CONTROL 19. DETAILS: UTILITY (1 of 2) 20. DETAILS: UTILITY (2 of 2) 21. DRAINAGE BASIN PLAN ( for reference only RICH INDUSTRIAL PARK (PHASE II) SP-04-0180C INLET BASIN PLAN ( for reference only RICH INDUSTRIAL PARK (PHASE II) SP-04-0180C 22. 23. PONDS #2 PLAN ( for reference only RICH INDUSTRIAL PARK (PHASE II) SP-04-0180C 24. OUTLET STRUCTURE AND SPLITTER BOX DETAILS ( for reference only RICH INDUSTRIAL PARK (PHASE II) SP-04-0180C 25. LANDSCAPE PLAN 26. LANDSCAPE & IRRIGATION SPECIFICATIONS 27. LAND STATUS DETERMINATION LETTERS 28. ELEVATION AND SITE CROSS SECTION EXHIBIT 29. ELEVATION AND SITE CROSS SECTION EXHIBIT 2 30. ADDRESSING PLAN 31. SITE - ELECTRICAL STATE OF TEXAS COUNTY OF TRAVIS I DO HEREBY CERTIFY THAT THE ENGINEERING WORK BEING SUBMITTED HEREIN COMPLIES WITH ALL PROVISIONS OF TEXAS ENGINEERING PRACTICES ACT, INCLUDING SECTION 131.152(e). I HEREBY ACKNOWLEDGE THAT ANY MISREPRESENTATION REGARDING THIS CERTIFICATION CONSTITUTES A VIOLATION OF THE ACT AND MAY RESULT IN CRIMINAL, CIVIL AND/OR ADMINISTRATIVE PENALTIES AGAINST ME, AS AUTHORIZED BY ACT. 1/12/2024 __________________________ _______ HUNTER SHADBURNE P.E. DATE · · · · · · · · · · · · · · · · · · · THIS SITE IS NOT LOCATED WITHIN THE EDWARD'S AQUIFER ZONE. THIS PROJECT IS LOCATED IN THE SOUTH BOGGY CREEK WATERSHED, AND ONION CREEK WATERSHED, WHICH IS CLASSIFIED AS SUBURBAN WATERSHEDS. THIS TRACT IS WITHIN THE ZONE "X" (AREAS OUTSIDE THE 100 YEAR FLOODPLAIN) AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S (FEMA) FLOOD INSURANCE RATE MAP PANEL NO. 48453C0595 K REVISED DATE JANUARY 22, 2020 FOR TRAVIS COUNTY, TEXAS. THIS FLOOD STATEMENT DOES NOT IMPLY THAT THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR / CIVIL ENGINEER. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN ACCEPTING THESE PLANS, THE CITY OF AUSTIN MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. · WATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN. · WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN. * CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION *. THIS SITE IS COMPLIANT WITH SUBCHAPTER E, DESIGN STANDARDS. 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 LAWS 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. 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. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS HAS BEEN BASED UPON RECORD INFORMATION ONLY AND MAY NOT MATCH LOCATIONS AS CONSTRUCTED ( THE SURVEYOR/ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES, ONLY THE VISIBLE ABOVE GROUND UTILITY STRUCTURES.) THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA "ONE CALL" SYSTEM AT 811, OR THE OWNER OF EACH INDIVIDUAL UTILITY, FOR ASSISTANCE IN DETERMINING EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITY CROSSING PRIOR TO BEGINNING CONSTRUCTION. THE SIZE AND LOCATION OF UTILITY STRUCTURES, (IF SHOWN), MAY BE EXAGGERATED FOR GRAPHICAL CLARITY. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION, APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH THE APPLICABLE CITY REGULATIONS ONLY. APPROVAL BY OTHER GOVERNMENTAL ENTITIES MAY BE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MAY BE NECESSARY. ANY RELOCATION OF ELECTRIC FACILITIES SHALL BE AT LANDOWNER'S / DEVELOPER'S EXPENSE. IF AT ANY TIME DURING CONSTRUCTION OF THIS PROJECT AN UNDERGROUND STORAGE TANK (UST) IS FOUND, CONSTRUCTION IN THAT AREA MUST STOP UNTIL A CITY OF AUSTIN UST CONSTRUCTION PERMIT IS APPLIED FOR AND APPROVED. ANY UST REMOVAL WORK MUST BE CONDUCTED BY A UST CONTRACTOR THAT IS REGISTERED WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). CONTACT ELIZABETH SIMMONS AT ELIZABETH.SIMMONS@AUSTINTEXAS.GOV IF YOU HAVE ANY QUESTIONS. [COA TITLE 6]”. COMPLIANCE WITH THE UNIVERSAL RECYCLING ORDINANCE IS MANDATORY FOR MULTI-FAMILY COMPLEXES, BUSINESSES AND OFFICE BUILDINGS. THE SITE IS COMPOSED OF 2 LOTS/TRACTS. IT HAS BEEN APPROVED AS ONE COHESIVE DEVELOPMENT. IF PORTIONS OF THE LOTS/TRACTS ARE SOLD, APPLICATION FOR SUBDIVISION AND SITE PLAN APPROVAL MAY BE REQUIRED. UDA # _________________________. DEVELOPMENT OF STRUCTURES THAT REQUIRE A BUILDING PERMIT WITHIN THIS SITE PLAN, OR REVISIONS THEREOF, ARE REQUIRED TO COMPLY WITH THE CITY OF AUSTIN STREET IMPACT FEE ORDINANCES, AS APPLICABLE, AND MUST BE PAID UPON COMPLETION OF THE BUILDING PERMIT PLAN REVIEW FOR EACH BUILDING. AN ADMINISTRATIVE ENVIRONMENTAL VARIANCE HAS BEEN GRANTED TO ALLOW CUT UP TO 8 FEET 25-8-341. AN ADMINISTRATIVE ENVIRONMENTAL VARIANCE HAS BEEN GRANTED TO ALLOW FILL UP TO 8 FEET 25-8-342 TRAFFIC CONTROL PLAN NOTE: THIS NOTE IS BEING PLACED ON THE PLAN SET IN THE ABSENCE OF A TEMPORARY TRAFFIC CONTROL PLAN (TCP) WITH THE FULL UNDERSTANDING THAT AN ENGINEERED TCP SHALL BE REVIEWED AND APPROVED BY THE RIGHT OF WAY MANAGEMENT DIVISION. FURTHERMORE, A TCP SHALL BE SUBMITTED TO TCPREVIEW@AUSTINTEXAS.GOV FOR REVIEW A MINIMUM OF 6 WEEKS PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT/PROJECT REPRESENTATIVE FURTHER RECOGNIZES THAT A TCP REVIEW FEE IS REQUIRED FOR THE INITIAL REVIEW AND ALL RE-REVIEWS, AS PRESCRIBED BY THE MOST CURRENT VERSION OF THE CITY'S FEE ORDINANCE. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NUMBER DESCRIPTION REVISE (R) ADD (A) VOID (V) SHEET NO.'S TOTAL # SHEETS IN PLAN SET NET CHANGE IMP. COVER (SQ. FT.) TOTAL SITE IMP. COVER (SQ. FT.)/% CITY OF AUSTIN APPROVAL- DATE ACCEPTED FOR CONSTRUCTION: REVIEWED BY: FOR DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT AUSTIN WATER AUSTIN FIRE DEPARTMENT INDUSTRIAL WASTE DATE DATE DATE DATE SP-2022-0364C 1 SITE PLAN APPROVAL SHEET _____ OF ___30____ FILE NUMBER: __SP-2022-0364C_ APPLICATION DATE: __ 07/12/2022_ APPROVED BY COMMISSION ON: ______N/A_____________ UNDER SECTION_112_OF CHAPTER __25-5_OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81, LDC) __------________ CASE MANAGER HEATHER CHAFFIN PROJECT EXPIRATION DATE (ORD.#970905-A):______________ DWPZ____DDZ_100%_ Director, Development Services Department RELEASE FOR GENERAL COMPLIANCE: __________ ZONING:_LI-CO__ Rev. 1 _______________________________ Correction 1: _______________________________ Rev. 2 _______________________________ Correction 2: _______________________________ Rev. 3 _______________________________ 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. COVER SHEET 1 of 31 SITE PLAN RELEASE NOTES 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) DEVELOPER INFORMATION __________ ______________________________________________ OWNER _______________ PHONE # ____________________________________________________________________________ OWNER ADDRESS __________ ______________________________________________ OWNER'S REPRESENTATIVE RESPONSIBLE FOR PLAN ALTERATIONS _______________ PHONE # __________ ______________________________________________ PERSON OR FIRM RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL MAINTENANCE __________ ______________________________________________ PERSON OR FIRM RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION MAINTENANCE _______________ PHONE # _______________ PHONE # FIRE PREVENTION 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 4-INCH OPENING AT LEAST EIGHTEEN (18) INCHES ABOVE FINISHED GRADE. THE 4-INCH OPENING MUST FACE THE DRIVEWAY OR STREET WITH A 3'-6' FOOT SETBACK FROM CURBLINE(S). NO OBSTRUCTION IS ALLOWED WITHIN THREE (3) FEET OF ANY HYDRANT AND THE 4-INCH OPENING MUST BE TOTALLY UNOBSTRUCTED FROM THE STREET. 3. ALL PERVIOUS/DECORATIVE PAVING SHALL BE ENGINEERED AND INSTALLED FOR 80,000 LB. LIVE VEHICLE LOADS. ANY PERVIOUS/DECORATIVE PAVING WITHIN 100' OF ANY BUILDING MUST BE APPROVED BY THE FIRE DEPARTMENT. 4. COMMERCIAL DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS OR GREATER SHALL NOT BE STORED OR PLACED WITHIN TEN (10) FEET OF OPENINGS, COMBUSTIBLE WALLS, OR COMBUSTIBLE EAVE LINES. 5. 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 PROTECTIONS, AS APPROVED BY THE FIRE CHIEF, ARE PROVIDED, THE ABOVE MUST BE MODIFIED OR WAIVED. 6. FIRE LANES DESIGNATED ON THE 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. TRENCH SAFETY NOTES 1. IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS, ALL TRENCHES OVER 5 FEET IN DEPTH IN EITHER HARD OR COMPACT OR SOFT AND UNSTABLE SOIL SHALL BE SLOPED, SHORED, SHEETED, BRACED OR OTHERWISE SUPPORTED. FURTHERMORE, ALL TRENCHES LESS THAN 5 FEET IN DEPTH SHALL ALSO BE EFFECTIVELY PROTECTED WHEN HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. TRENCH SAFETY SYSTEMS TO BE UTILIZED FOR THIS PROJECT SHALL BE SUPPLIED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE TRENCH SAFETY PLAN REVIEWED, SIGNED, AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS. 2. IN ACCORDANCE WITH THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS, WHEN EMPLOYEES ARE REQUIRED TO BE IN TRENCHES 4 FEET DEEP OR MORE, ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS, MUST BE PROVIDED AND LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. 3. IF TRENCH SAFETY SYSTEM DETAILS WERE NOT PROVIDED TO THE ENGINEER FOR REVIEW BECAUSE TRENCHES WERE ANTICIPATED TO BE LESS THAN 5 FEET IN DEPTH AND DURING CONSTRUCTION IT IS FOUND THAT TRENCHES ARE IN FACT 5 FEET OR MORE IN DEPTH OR TRENCHES LESS THAT 5 FEET IN DEPTH ARE IN AN AREA WHERE HAZARDOUS GROUND MOVEMENT IS EXPECTED, ALL CONSTRUCTION SHALL CEASE, THE TRENCHED AREA SHALL BE BARRICADED AND THE ENGINEER NOTIFIED IMMEDIATELY. CONSTRUCTION SHALL NOT RESUME UNTIL APPROPRIATE TRENCH SAFETY SYSTEM DETAILS, AS DESIGNED BY A PROFESSIONAL ENGINEER, ARE SUBMITTED TO AND ACCEPTED BY THE CITY OF AUSTIN. EROSION & SEDIMENTATION CONTROL 1. EROSION CONTROL MEASURES, SITE WORK AND RESTORATION WORK SHALL BE IN ACCORDANCE WITH THE CITY OF AUSTIN EROSION AND SEDIMENTATION CONTROL ORDINANCE. 2. ALL SLOPES SHALL BE SODDED OR SEEDED WITH APPROVED GRASS, GRASS MIXTURE OR GROUND COVER SUITABLE TO THE AREA AND SEASON IN WHICH THEY ARE APPLIED. 3. SILT FENCES, ROCK BERMS, SEDIMENTATION BASINS AND SIMILARLY RECOGNIZED TECHNIQUES AND MATERIALS SHALL BE EMPLOYED DURING CONSTRUCTION TO PREVENT POINT SOURCE SEDIMENTATION LOADING OF DOWNSTREAM FACILITIES. SUCH INSTALLATION SHALL BE REGULARLY INSPECTED BY THE CITY OF AUSTIN FOR EFFECTIVENESS. ADDITIONAL MEASURES MAY BE REQUIRED IF, IN THE OPINION OF THE CITY ENGINEER, THEY ARE WARRANTED. 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL FINAL INSPECTION AND APPROVAL OF THE PROJECT BY THE ENGINEER AND THE CITY ENVIRONMENTAL INSPECTOR. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL TEMPORARY EROSION CONTROL STRUCTURES AND TO REMOVE EACH STRUCTURE AS APPROVED BY THE ENGINEER. ORDINANCE REQUIREMENTS 1. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE RELEASED SITE PLAN. ANY ADDITIONAL IMPROVEMENTS WILL REQUIRE SITE PLAN AMENDMENT AND APPROVAL OF DEVELOPMENT SERVICES DEPARTMENT. 2. ALL SIGNS MUST COMPLY WITH THE REQUIREMENTS OF THE SIGN AND LAND DEVELOPMENT CODE. 3. A DRIVEWAY PERMIT IS REQUIRED PRIOR TO CONSTRUCTION OF ALL APPROACHES. 4. THE OWNER IS RESPONSIBLE FOR ALL COST OF RELOCATION OR DAMAGE TO UTILITIES. 5. ADDITIONAL ELECTRIC EASEMENTS MAY BE REQUIRED AT A LATER DATE. 6. PARKING DIMENSIONAL AND DESIGN REGULATIONS: PARKING WILL CONFORM TO THE FOLLOWING MINIMUM DIMENSIONAL STANDARDS IN DESIGNING PARKING AREAS: IF ANGLE OF PARKING IS STANDARD 61° TO 90° WIDTH OF DEPTH OF PARKING SPACE PARKING SPACE WIDTH OF AISLE 9.0' (VARIES) 17.5' 25.0' 7. ALL BEARINGS, DISTANCES AND EASEMENTS SHALL MATCH THOSE ON THE SUBDIVISION PLAT. 8. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING AND FIRE CODE APPROVAL NOR BUILDING PERMIT APPROVAL. 9. WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN 10. FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A CONCRETE PERMIT IS REQUIRED. 11. ALL EXISTING STRUCTURES TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPARTMENT. 12. A DEVELOPMENT PERMIT MUST BE ISSUED PRIOR TO AN APPLICATION FOR BUILDING PERMIT FOR NON-CONSOLIDATED OR PLANNING COMMISSION APPROVED SITE PLANS. GENERAL NOTES EXCEPT AS NOTED OTHERWISE: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION", CITY OF AUSTIN. 2. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED, REVEGETATED, AND GRADED TO DRAIN. 3. ALL DEBRIS AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE IN A MANNER NOT TO DAMAGE THE SITE PRIOR TO ACCEPTANCE OF THE PROJECT. 4. ALL FILL MATERIAL PROVIDED SHALL BE APPROVED BY THE ENGINEER OR OWNER PRIOR TO PLACING AND COMPACTING. THE PLASTICITY INDEX MUST BE LESS THAN 15. 5. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 6. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40. 7. LAP ALL BAR SPLICES 24 BAR DIAMETERS OR 24 INCHES. 8. ALL CONCRETE SURFACES SHALL RECEIVE A HEAVY BROOM FINISH. 9. CONCRETE RIP RAP TO BE A MINIMUM 4 1/2 " THICK CONCRETE WITH #3'S @ 12" O.C.E.W. OR FIBER MESH CONCRETE. 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 301-72. 13. ALL EXPOSED CORNERS FOR CONCRETE WORK SHALL BE HAND TOOLED. 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. ALL REQUIRED RELOCATION'S OR ALTERATIONS OF TELEPHONE POLES, UNDERGROUND CONDUIT, POWER POLES, AND ANY OTHER FACILITIES SHALL BE DONE BY THE CONTRACTOR. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND UTILITY COMPANIES SO AS NOT TO DELAY THE PROJECT. 16. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING INSPECTOR 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. 17. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES FOR EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 18. ALL TRASH COLLECTION FOR THIS SITE WILL BE PERFORMED BY PRIVATE CONTRACTOR HIRED BY THE CONTRACTOR. 19. THE GEOTECHNICAL REPORT FOR THE SITE SHALL GOVERN ALL CONSTRUCTION MATERIALS AND METHODS RELATED TO: PAVEMENT, BASE, FILL AND EXCAVATION, AND COMPACTION AND TREATMENT OF ON SITE SOILS. 20. 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. 21. PURSUANT TO 15-12-131 OF THE CITY CODE, THE CONTRACTOR MAY NOT BLOCK, DIRECT, IMPEDE OR REROUTE PEDESTRIAN AND VEHICULAR TRAFFIC NOR PLACE A BARRICADE OR OTHER TRAFFIC CONTROL DEVICE IN A RIGHT-OF-WAY, WITHOUT FIRST OBTAINING A TEMPORARY USE OF RIGHT-OF-WAY PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION. TREE AND NATURAL AREA PROTECTION STANDARD NOTES BEFORE CONSTRUCTION ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED PER ECM 3.6.1. TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK, INCLUDING DEMOLITION OR SITE PREPARATION. REFER TO ECM 3.6.1.A. FENCING FOR TREE PROTECTION SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5 FEET AND SHALL BE INSTALLED AROUND OR BEYOND THE CRITICAL ROOT ZONE EXCEPT AS ALLOWED IN ECM 3.6.1.B.4. UNFENCED SECTIONS OF THE CRITICAL ROOT ZONE SHALL BE COVERED WITH MULCH AT A MINIMUM DEPTH OF 8 INCHES AND A MAXIMUM DEPTH OF 12 INCHES PER ECM 3.6.1.C. WHERE FENCING IS LOCATED 5 FEET OR LESS FROM THE TRUNK OF A PRESERVED TREE, TRUNK WRAPPING SHALL BE INSTALLED PER ECM 3.6.1.D. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED SO AS NOT TO CAUSE IMPACTS THAT EXCEED PRESERVATION CRITERIA LISTED IN ECM 3.5.3.D. DURING CONSTRUCTION TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER THAT DOES NOT EXCEED PRESERVATION CRITERIA FOR THE TREES TO REMAIN. REFER TO ECM 3.5.2 A. FENCING MAY NOT BE TEMPORARILY MOVED OR REMOVED DURING DEVELOPMENT WITHOUT PRIOR AUTHORIZATION. THE FENCED CRITICAL ROOT ZONE SHALL NOT BE USED FOR TOOL OR MATERIAL STORAGE OF ANY KIND AND SHALL BE KEPT FREE OF LITTER. REFER TO ECM 3.6.1.B.3. PRUNING SHALL BE IN COMPLIANCE WITH THE CURRENT ANSI A300 STANDARD FOR TREE CARE. AFTER CONSTRUCTION TREE PROTECTION SHALL BE REMOVED AT THE END OF THE PROJECT AFTER ALL CONSTRUCTION AND FINAL GRADING IS COMPLETE, BUT BEFORE FINAL INSPECTION. REFER TO ECM 3.6.1.A. LANDSCAPE INSTALLATION WITHIN THE CRZ OF PRESERVED TREES, INCLUDING IRRIGATION, SOIL AND PLANTINGS, SHALL NOT EXCEED PRESERVATION CRITERIA LISTED IN ECM 3.5.2. DOCUMENTATION OF TREE WORK PERFORMED MUST BE PROVIDED TO INSPECTOR PER ECM APPENDIX P-6. SPECIAL CONSTRUCTION TECHNIQUES ECM 3.5.4(D IN CONJUNCTION WITH REMEDIAL CARE, MITIGATION FOR TREES REMOVED MAY INCLUDE SPECIAL CONSTRUCTION TECHNIQUES NOT NORMALLY REQUIRED IN STANDARD SPECIFICATIONS. SOME OF THESE TECHNIQUES INCLUDE THE FOLLOWING: 1. • PRIOR TO EXCAVATION WITHIN TREE DRIPLINES OR THE REMOVAL OF TREES ADJACENT TO OTHER TREES THAT ARE TO REMAIN, MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR EQUIPMENT TO MINIMIZE ROOT DAMAGE. 2. • IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DURING CONSTRUCTION WITH FENCING AND WHERE HEAVY VEHICULAR TRAFFIC IS ANTICIPATED, COVER THOSE AREAS WITH A MINIMUM OF 12 INCHES OF ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. IN AREAS WITH HIGH SOIL PLASTICITY GEOTEXTILE FABRIC, PER STANDARD SPECIFICATION 620S, SHOULD BE PLACED UNDER THE MULCH TO PREVENT EXCESSIVE MIXING OF THE SOIL AND MULCH. ADDITIONALLY, MATERIAL SUCH AS PLYWOOD AND METAL SHEETS, COULD BE REQUIRED BY THE CITY ARBORIST TO MINIMIZE ROOT IMPACTS FROM HEAVY EQUIPMENT. ONCE THE PROJECT IS COMPLETED, ALL MATERIALS SHOULD BE REMOVED, AND THE MULCH SHOULD BE REDUCED TO A DEPTH OF 3 INCHES. 3. • PERFORM ALL GRADING WITHIN CRITICAL ROOT ZONE AREAS BY HAND OR WITH SMALL EQUIPMENT TO MINIMIZE ROOT DAMAGE. 4. • WATER ALL TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES DEEPLY ONCE A WEEK DURING PERIODS OF HOT, DRY WEATHER. SPRAY TREE CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 5. • WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL. FILL PLACEMENT & COMPACTION THE BORROW SOILS INCORPORATED INTO THE EMBANKMENT SHOULD BE PLACED IN LIFTS SUCH THAT ALL LIFTS ARE BONDED TOGETHER, THE SPECIFIC DENSITIES ARE MET THROUGHOUT EACH LIFT, THE MOISTURE CONTENT IS UNIFORM THROUGHOUT THE FILL, AND CLODS ARE BROKEN DOWN AND BONDED INTO THE REST OF THE LIFT THICKNESS SHOULD WITHOUT NESTING AND VOIDS. THE MAXIMUM LOOSE LIFT THICKNESS SHOULD BE ABOUT 8 INCHES AND COMPACTED TO 95% OF TxDOT TEST METHOD TEX-113-E MOISTURE CONTENTS SHOULD BE MAINTAINED WITH THE RANGE OF -1% TO +3% OF OPTIMUM MOISTURE CONTENT. BORROW SOILS MORE THAN ABOUT 3% DRY OF OPTIMUM SHOULD BE PRE WETTED IN THE BORROW AREA, AND SHOULD NOT BE PLACED ON THE FILL UNTIL THEIR MOISTURE CONTENTS HAVE EQUILIBRATED. THE EXISTING SLOPES SHOULD BE BENCHED TO ALLOW THE EMBANKMENT MATERIAL TO BE PLACED IN HORIZONTAL LIFTS, RATHER THAN PLATING THE EXITING SLOPES. 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. ✓ DELINEATION OF CONTRIBUTING DRAINAGE AREA TO EACH PROPOSED BMP (E.G., SILT FENCE, SEDIMENT BASIN, ETC.) ✓ LOCATION AND TYPE OF E&S BMPS FOR EACH PHASE OF DISTURBANCE. ✓ CALCULATIONS FOR BMPS AS REQUIRED. ✓ LOCATION AND DESCRIPTION OF TEMPORARY STABILIZATION MEASURES. ✓ 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. ✓ DESCRIBE SEQUENCE OF CONSTRUCTION AS IT PERTAINS TO ESC INCLUDING THE FOLLOWING ELEMENTS: 1.INSTALLATION SEQUENCE OF CONTROLS (E.G. PERIMETER CONTROLS, THEN SEDIMENT BASINS, THEN TEMPORARY STABILIZATION, THEN PERMANENT, ETC.) 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. 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 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 WATERWAY AND THE AREA RESTORED TO THE ORIGINAL GRADE AND REVEGETATED. ALL LAND CLEARING DEBRIS SHALL BE DISPOSED OF IN APPROVED SPOIL DISPOSAL SITES. 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, cellulose, straw, and/or cotton plant material (except no mulch shall exceed 30% paper) 70% or greater Wood/Straw 30% or less Paper or Natural Fibers PERMANENT VEGETATIVE STABILIZATION: 0-3 months Moderate slopes; from flat to 3:1 1,500 to 2,000 lbs per acre 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. B. HYDROMULCH SHALL COMPLY WITH TABLE 2, BELOW. 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. 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. E. WHEN REQUIRED, NATIVE PLANT SEEDING SHALL COMPLY WITH REQUIREMENTS OF THE CITY OF AUSTIN D. ENVIRONMENTAL CRITERIA MANUAL, ITEMS 604S AND 609S. 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I TABLE 2: HYDROMULCHING FOR PERMANENT VEGETATIVE STABILIZATION Material Description Longevity Typical Applications Application rates Bonded Fiber Matrix (BFM) 80% Organic defibrated fibers 10% tackifier 6 months on slopes up to 2:1 and erosive soil conditions 2,500 to 4,000 lbs per acre (see manufacturers recommendations) 65% Organic defibrated fibers 25% Reinforcing Fibers or less 10% Tackifier Fiber Reinforced Matrix (FRM) Up to 12 months On slopes up to 1:1 and erosive soil conditions 3000 to 4500 lbs per acre (see manufactures recommendations) 130 RALPH ABLANEDO LLC (512) 496-5839 1112 WEST 9TH STREET AUSTIN, TX. 78703 10.DEVELOPER INFORMATION: OWNER PHONE # ADDRESS OWNER'S REPRESENTATIVE RESPONSIBLE FOR PLAN ALTERATIONS: PHONE # PERSON OR FIRM RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL MAINTENANCE: PHONE # PERSON OR FIRM RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION MAINTENANCE: PHONE # 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. STANDARD CONSTRUCTION NOTES October 1, 2021 MINIMUM TRENCH SAFETY MEASURES SHALL BE PROVIDED, AS REQUIRED BY OSHA, CITY NO OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE PROPERTY LINE, OR AT LEAST 48 HOURS PRIOR TO BEGINNING ANY UTILITY CONSTRUCTION ACTIVITY IN PUBLIC ROW THE CITY STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF BIDDING SHALL ALL MATERIAL USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD PRODUCTS LISTING. THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT 1-800-344-8377 FOR CONTRACTOR MUST OBTAIN A ROW PERMIT FROM AUSTIN TRANSPORTATION DEPT, RIGHT OF WAY ALL MATERIALS TESTS ORDERED BY THE OWNER FOR QUALITY ASSURANCE PURPOSES, SHALL BE 1. COVER MATERIALS AND METHODS USED TO DO THIS WORK. 2. MANAGEMENT DIVISION BEFORE BEGINNING CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A PUBLIC STREET OR ALLEY. ACTIVITY WITHIN RIGHT-OF-WAY SHALL COMPLY WITH APPROVED TCP. 3. OR PUBLIC EASEMENT, THE CONTRACTOR SHALL NOTIFY THE APPLICABLE CITY OF AUSTIN INSPECTION GROUP (AUSTIN TRANSPORTATION, DEVELOPMENT SERVICES, OR PUBLIC WORKS). SEE CURRENT NOTIFICATION REQUIREMENTS AT WWW.AUSTINTEXAS.GOV. 4. EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO DAMAGE/INCONVENIENCE BY THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN WATER AND WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT LINES. 5. OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND WASTEWATER UTILITY SERVICE THAT WOULD INTERFERE WITH THE WATER AND WASTEWATER SERVICES. 6. SPECIFICATION 509S, AND CITY/COUNTY CONSTRUCTION INSPECTORS. 7. CONDUCTED BY AN INDEPENDENT LABORATORY AND FUNDED BY THE OWNER IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM 1804S.04. 8. PRESSURE TAPS SHALL BE ALLOWED ON A CASE BY CASE BASIS, AS DETERMINED BY THE DIRECTOR'S DESIGNEE. NORMALLY PRESSURE TAPS 4 INCHES AND LARGER SHALL BE ALLOWED IN THE FOLLOWING CASES: A) A TEST SHUT OUT INDICATES AN ADEQUATE SHUT OUT TO PERFORM THE WORK IS NOT FEASIBLE B) MORE THAN 30 CUSTOMERS OR A SINGLE CRITICAL CUSTOMER (AS DEFINED BY AUSTIN WATER) WOULD BE IMPACTED BY THE SHUT OUT OR C) THE EXISTING WATER LINE WARRANTS IT. 9. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE MAIN PRESSURE TESTING SHALL BE CONDUCTED AND FALL UNDER THE SPECIFICATIONS AS WATER LINES (PRESSURE PIPE) OR AT THE PRESSURES SHOWN ON THE APPROVED PLANS. 10. ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW OF THE STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF PROJECT. TESTING AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE APPROVAL WILL BE GIVEN ANY CONSIDERATION. 11. WHEN WATER SERVICES ARE DAMAGED AND THE SERVICE MATERIAL IS POLYETHYLENE (PE), THE LINE SHALL BE REPAIRED ONLY BY HEAT FUSION WELD, AT BRASS FITTINGS, OR THE FULL LENGTH SHALL BE REPLACED PER CURRENT STANDARD DETAIL(S). WHEN POLYBUTYLENE (PB) TUBING IS DAMAGED OR TAMPERED WITH IN ANY WAY, THE FULL LENGTH OF SERVICE LINE SHALL BE REPLACED. (NOTE: FULL LENGTH IS FROM THE CORPORATION STOP TO THE METER.) REPAIR COUPLINGS ARE NOT ALLOWED FOR ANY WATER OR WASTEWATER SERVICE LINE REPAIR, RECONNECT, OR REPLACEMENT. 12. WHEN AN EXISTING WATERLINE SHUT OUT IS NECESSARY AND POSSIBLE, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION INSPECTOR WHO WILL THEN NOTIFY AUSTIN WATER DISPATCH AND THE AFFECTED CUSTOMERS A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE. 13. AUSTIN WATER AT 972-0000 AT A MINIMUM OF 72 HOURS PRIOR TO RELOCATING ANY DOMESTIC OR FIRE DEMAND WATER METERS. THE CONTRACTOR SHALL CAREFULLY REMOVE ALL METERS AND METERS BOXES THAT ARE INDICATED TO BE RELOCATED OR SALVAGED. THE CONTRACTOR SHALL INSTALL THE REMOVED METER OR CITY PROVIDED METER AT THE NEW LOCATION INDICATED ON THE CONSTRUCTION PLANS. 14. UTILITIES, BELOW GROUND AND OVERHEAD, PRIOR TO STARTING ONSITE UTILITY WORK. 15. THE SEPARATION DISTANCES INDICATED ON THE PLANS, PER UTILITY CRITERIA MANUAL AND TCEQ CHAPTERS 210, 217, AND 290. 16. PROJECT-SPECIFIC SHOP DRAWINGS SHALL BE SUBMITTED FOR AW APPROVAL FOR PRE-CAST CIRCULAR VERTICAL MANHOLE SECTIONS LARGER THAN 48" DIAMETER. THE SHOP DRAWINGS SHALL INCLUDE THE FLOWLINE ELEVATION OF ALL CONNECTING PIPES; ELEVATIONS OF TRANSITIONS FROM LARGE DIAMETER SECTIONS TO 48" DIAMETER SECTIONS; TOP OF MANHOLE AND SURROUNDING GROUND ELEVATIONS; AND DETAILS OF SPECIAL CONSTRUCTION CONSIDERATIONS SPECIFIED IN THE CONTRACT DOCUMENTS. 17. WHEN CONCRETE MANHOLES LARGER THAN 48 INCH DIAMETER ARE USED, DRAWINGS THAT ARE SEALED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR BASE SLABS, FLAT TOP LIDS (IF USED), AND FLAT TYPE CONCRETE PIECES USED TO TRANSITION FROM LARGER TO SMALLER DIAMETER MANHOLE SECTIONS. 18. AND RETURNED TO AUSTIN WATER. NOTICE SHOULD BE GIVEN 48 HOURS PRIOR, TO PIPELINE OPERATIONS DISTRIBUTION SYSTEM -VALVES AND HYDRANT SERVICES SUPERVISOR AT 512-972-1280. ALL EXISTING WATER METERS IDENTIFIED TO BE RELOCATED OR ABANDONED AT THE 19. DEVELOPMENT SHALL BE REMOVED FROM THE METER BOX PRIOR TO CONSTRUCTION AND GIVEN IMMEDIATELY TO THE CITY OF AUSTIN INSPECTOR. 20. EXISTING WATER METERS TO BE RELOCATED OR REPURPOSED. WATER METER NUMBERS WILL NOT BE REQUIRED TO BE PLACED ON THE PLAN SHEET. A SEPARATE AUSTIN WATER TAPS OFFICE FORM WILL BE USED TO PROVIDE RELEVANT DATA FOR THE EXISTING INFORMATION ON EXISTING METERS TO RECEIVE APPROPRIATE CREDITS. THIS FORM SHALL BE DIRECTLY SUBMITTED TO AUSTIN WATER TAPS OFFICE FOR REVIEW AND PROCESSING. 21. NO CONNECTION MAY BE MADE BETWEEN THE PRIVATE PLUMBING AND AUSTIN WATER INFRASTRUCTURE UNTIL A CITY APPROVED WATER METER HAS BEEN INSTALLED. 22. METER BOXES AND CLEAN OUTS SHALL NOT BE LOCATED WITHIN PAVED AREAS SUCH AS DRIVEWAYS AND SIDEWALKS. ALL FIRE HYDRANTS AND VALVES THAT ARE TO BE ABANDONED SHALL BE REMOVED, SALVAGED THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION INSPECTOR SO THAT HE CAN NOTIFY THE ALL WATER, WASTEWATER, AND RECLAIMED MAINS SHALL BE INSTALLED IN ACCORDANCE WITH THE ENGINEER SHALL CALL OUT THE SIZE, TYPE AND USE (DOMESTIC OR IRRIGATION) OF ALL THE CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING THE ENVIRONMENTAL PROJECT MANAGER OR SITE SUPERVISOR MUST CONTACT THE DEVELOPMENT SERVICES THE ENVIRONMENTAL PROJECT MANAGER, AND/OR SITE SUPERVISOR, AND/OR DESIGNATED RESPONSIBLE PARTY, PONDS SHOULD BE GRADED AT 100% OF THE PROPOSED CAPACITY (5,324 SEDIMENTATION & FILTRATION POND AND TEMPORARY EROSION AND SEDIMENTATION CONTROLS ARE TO BE INSTALLED AS INDICATED ON THE APPROVED SITE APPENDIX P-4: - STANDARD SEQUENCE OF CONSTRUCTION 1. 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). 2. DEPARTMENT, ENVIRONMENTAL INSPECTION, AT 512-974-2278, 72 HOURS PRIOR TO THE SCHEDULED DATE OF THE REQUIRED ON-SITE PRECONSTRUCTION MEETING. 3. 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. 9,424 DETENTION POND). 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. 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. 6. 7. 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. PRIOR TO/CONCURRENTLY WITH REVEGETATION OF SITE. 9. 10. 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. 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. 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. BEGIN SITE CLEARING/CONSTRUCTION (OR DEMOLITION) ACTIVITIES. IN THE BARTON SPRINGS ZONE, THE ENVIRONMENTAL PROJECT MANAGER OR SITE SUPERVISOR WILL SCHEDULE A COMPLETE CONSTRUCTION AND START REVEGETATION OF THE SITE AND INSTALLATION OF LANDSCAPING. UPON COMPLETION OF THE SITE CONSTRUCTION AND REVEGETATION OF A PROJECT SITE, THE DESIGN ENGINEER UPON COMPLETION OF LANDSCAPE INSTALLATION OF A PROJECT SITE, THE LANDSCAPE ARCHITECT SHALL SUBMIT A PERMANENT WATER QUALITY PONDS OR CONTROLS WILL BE CLEANED OUT AND FILTER MEDIA WILL BE INSTALLED AFTER A FINAL INSPECTION HAS BEEN CONDUCTED BY THE CITY INSPECTOR AND WITH APPROVAL FROM THE CITY CONSTRUCTION ACTIVITY TIME FRAME: -----, 2021 i. UPON RECEIPT OF SITE PLAN PERMIT ii. iii. iv. v. vi. vii. viii. ix. x. xi. xii. xij. UPON RECEIPT OF SITE PLAN PERMIT-----, 2021 UPON RECEIPT OF SITE PLAN PERMIT-----, 2021 UPON RECEIPT OF SITE PLAN PERMIT-----, 2021 3 WEEKS AFTER PRE-CON-----, 2021 4 WEEKS AFTER PRE-CON-----, 2021 4 WEEKS AFTER PRE-CON-----, 2021 AFTER MID-PROJECT ENVIRONMENTAL MEETING -----, 2021 8 MONTHS AFTER PRE-CON 12 MONTHS AFTER PRE-CON 12 MONTHS AFTER PRE-CON 12 MONTHS AFTER PRE-CON 12 MONTHS AFTER PRE-CON -----, 2022 -----, 2022 -----, 2022 -----, 2022 -----, 2022 · • • • · · AUSTIN ENERGY STANDARD NOTES 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 25-8, SUBCHAPTER B OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE OWNER/DEVELOPER OF THIS SUBDIVISION/LOT SHALL PROVIDE AUSTIN ENERGY WITH ANY EASEMENT 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 25-8 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 TEN FEET OF THE CENTER LINE OF THE PROPOSED 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 LAWS 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 APPENDIX P-6 - REMEDIAL TREE CARE NOTES AERATION AND SUPPLEMENTAL NUTRIENT REQUIREMENTS FOR TREES WITHIN CONSTRUCTION AREAS · AS A COMPONENT OF AN EFFECTIVE REMEDIAL TREE CARE PROGRAM PER ENVIRONMENTAL CRITERIA MANUAL SECTION 3.5.4, PRESERVED TREES WITHIN THE LIMITS OF CONSTRUCTION MAY REQUIRE SOIL AERATION AND SUPPLEMENTAL NUTRIENTS. SOIL AND/OR FOLIAR ANALYSIS SHOULD BE USED TO DETERMINE THE NEED FOR SUPPLEMENTAL NUTRIENTS. THE CITY ARBORIST MAY REQUIRE THESE ANALYSES AS PART OF A COMPREHENSIVE TREE CARE PLAN. SOIL PH SHALL BE CONSIDERED WHEN DETERMINING THE FERTILIZATION COMPOSITION AS SOIL PH INFLUENCES THE TREE'S ABILITY TO UPTAKE NUTRIENTS FROM THE SOIL. IF ANALYSES INDICATE THE NEED FOR SUPPLEMENTAL NUTRIENTS, THEN HUMATE/NUTRIENT SOLUTIONS WITH MYCORRHIZAE COMPONENTS ARE HIGHLY RECOMMENDED. IN ADDITION, SOIL ANALYSIS MAY BE NEEDED TO DETERMINE IF ORGANIC MATERIAL OR BENEFICIAL MICROORGANISMS ARE NEEDED TO IMPROVE SOIL HEALTH. MATERIALS AND METHODS ARE TO BE APPROVED BY THE CITY ARBORIST (512-974-1876) PRIOR TO APPLICATION. THE OWNER OR GENERAL CONTRACTOR SHALL SELECT A FERTILIZATION CONTRACTOR AND IENSURE COORDINATION WITH THE CITY ARBORIST. PRE-CONSTRUCTION TREATMENT SHOULD BE APPLIED IN THE APPROPRIATE SEASON, IDEALLY THE SEASON PRECEDING THE PROPOSED CONSTRUCTION. MINIMALLY, AREAS TO BE TREATED INCLUDE THE ENTIRE CRITICAL ROOT ZONE OF TREES AS DEPICTED ON THE CITY APPROVED PLANS. TREATMENT SHOULD INCLUDE, BUT NOT LIMITED TO, FERTILIZATION, SOIL TREATMENT, MULCHING, AND PROPER PRUNING. POST-CONSTRUCTION TREATMENT SHOULD OCCUR DURING FINAL REVEGETATION OR AS DETERMINED BY A QUALIFIED ARBORIST AFTER CONSTRUCTION. CONSTRUCTION ACTIVITIES OFTEN RESULT IN A REDUCTION IN SOIL MACRO AND MICRO PORES AND AN INCREASE IN SOIL BULK DENSITY. TO AMELIORATE THE DEGRADED SOIL CONDITIONS, AERATION VIA WATER AND/OR AIR INJECTED INTO THE SOIL IS NEEDED OR BY OTHER METHODS AS APPROVED BY THE CITY ARBORIST. THE PROPOSED NUTRIENT MIX SPECIFICATIONS AND SOIL AND/OR FOLIAR ANALYSIS RESULTS NEED TO BE PROVIDED TO AND APPROVED BY THE CITY ARBORIST PRIOR TO APPLICATION (FAX # 512-974-3010). CONSTRUCTION WHICH WILL BE COMPLETED IN LESS THAN 90 DAYS MAY USE MATERIALS AT ½ RECOMMENDED RATES. ALTERNATIVE ORGANIC FERTILIZER MATERIALS ARE ACCEPTABLE WHEN APPROVED BY THE CITY ARBORIST. WITHIN 7 DAYS AFTER FERTILIZATION IS PERFORMED, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF THE WORK PERFORMED TO THE CITY ARBORIST, DEVELOPMENT SERVICES DEPARTMENT. P.O. BOX 1088, AUSTIN, TX 78767. THIS NOTE SHOULD BE REFERENCED AS ITEM #1 IN THE SEQUENCE OF CONSTRUCTION. CITY APPROVAL STAMP GENERAL NOTES 2 of 31 SP-2022-0364C NOTES: · · · TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF DESTRUCTION ON SITE BEFORE DEMOLITION OCCURS. WHERE FENCING CANNOT BE PLACED TO PROTECT THE EXTENT OF THE CRZ WITH NATURAL GROUND COVER, PROVIDE AN 8” LAYER OF ORGANIC HARDWOOD MULCH OUTSIDE OF THE FENCING. STRAPPING 2X4 OR THICKER LUMBER (TO MATCH HEIGHT OF BUILDING) SECURELY AROUND TREE TRUNK, BUTTRESS ROOTS, AND ROOT FLARE, IS REQUIRED IF FENCING CANNOT GO AROUND THE ENTIRE HALF CRZ. IF PRUNING IS NECESSARY DURING DEMOLITION, IT SHOULD TAKE PLACE PRIOR TO THE START OF THE DEMOLITION PROCESS. IT MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NO MORE THAN 25% IS PERMITTED. TREE LIST: DATE OF SURVEY: DECEMBER 3, 2021 Legend: M = Multi-trunk trees H = Heritage trees R = Removed trees TREE ID# SIZE SPECIES A B C D 2415 2416 2417 2418 2419 2420 S 2421 4 E e 1 R C g R A 2422 a 3 P E G e 6 2423 TIN m T olu A 2424 W V 2425 2426 2427 2428 2429 T A C A R T 2-7", 2-10" total 22" 10" 2-8" total 12" 9" 9.5" 25.5" 36" 10.5" 12.5" 9.5" 9.5" 16.5" 12.5" 11.5" 9" 8" 8.5" 52" 29.5" HACKBERRY (M) HACKBERRY HACKBERRY (M) HACKBERRY CEDAR ELM LIVE OAK (H) COTTONWOOD (H) CEDAR ELM CHINKAPIN OAK HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY LIVE OAK LIVE OAK (H) LIVE OAK (H) SPECIES LIVE OAK (H) LIVE OAK LIVE OAK LIVE OAK (H)(M) CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM LIVE OAK (H) TREE LIST CONTINUATION: TREE ID# 2430 2431 2432 2433 2434 2435 2436 2437 2438 2439 2442 2443 2444 2445 2446 2447 2448 2450 2451 2452 2453 2454 2455 2456 2457 2458 2459 2460 SIZE 25.5" 17" 14.5" 19.5",43" total 52.75" 11.5" 12.5" 8" 8.5" 10" 9.5" 44.5" 3.5", 9" total 10.75" HACKBERRY (M) 11.5" 5", 2-10.5" total 18.25" HACKBERRY (M) 39" 25" 23" 22.5", 27" total 38.25" LIVE OAK (H)(M) 18.5" 32", 34" total 50" LIVE OAK (H)(M) 19.5" 9" 25.5" 18" 11" 31" 22.5" 22" HACKBERRY LIVE OAK HACKBERRY (removed) LIVE OAK (H) LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK (H) LIVE OAK (H) LIVE OAK (removed) LIVE OAK (removed) 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I U E U E U E U E U E 2 X W L E U E C A B s " P riv c . 2 o 0 U H d a i n D li s t e E N e " 5 5 A H L a t e D riv 1 0 0 1 1 LANDUSE: COMMERCIAL ZONING: MF-4-CO E E U U 6 _ I D : 3 4 E 5 2 , 4 U E X W L E 2 X . 2 . 2 5 " ( C I) X W L 2 E 2 X W L E U E C d a e l r o v g r a W W X W L 2 W E 3 ') 0 9 . 3 5 g . 6 3 9 . 3 5 X W L 1 E 0 " E 1 0 P 3 7 " E 5 U E 3 ' 2 ( S 1 1 V 6 ° 2 ' 2 0 o l. 8 1 ' 2 U 1 ° E 8 2 X W L S E 7 8 6 3 8 3 U E 8 8 3 9 8 3 0 9 3 1 9 3 2 9 3 ' W " 3 5 3 1 ° 5 7 N ' 9 6 . 9 5 2 ) ' 0 9 . 9 5 2 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 3 9 . 9 5 2 W " 5 1 7 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' 3 9 3 4 9 3 5 9 3 TREE LIST: DATE OF SURVEY: FEBRUARY 23, 2021 Legend: M = Multi-trunk trees H = Heritage trees removed = Removed trees TREE ID# A C 383 384 385 386 387 388 389 390 391 392 393 394 395 396 SIZE 36" 22" 15" 13" 15" 15" 16" 10" 9" 11" 12" 10" 11" 8" 8" 16" SPECIES LIVE OAK (H) CEDAR ELM CHINABERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY CHINABERRY (removed) HACKBERRY HACKBERRY HACKBERRY HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) LANDUSE: COMMERCIAL ZONING: LI-CO EX. PULLBOX EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. U E U E 2 X W L E 2 X W L E 2 r o a d ) E E U X W L 5 8 3 U E U E U E 2 X W L E e c n e f l a t e m t e e h s U E 2 X W L E U E A 2 X W L E e l 4 8 3 E 2 X W L a v 3 8 3 w ( g r r e r t e t e m a w . x E 0 8 6 EX. 24" RCP @3.32 % DRAINAGE EASEMENT DOC NO: 2021015714 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 N DIVISIO 5 5 1 0 0 1 1 0 B U E S G A R O T E S SID H T U O S o. 2 nt N e m u c o D T 1 O L K A C O L B e 2 5 4 2 4 9 6 6 9 4 . d n u o ' 5 7 . 1 9 6 f d o r n o r i = n o i f t o p o T a v e l E K R A M H C N E B 691 6' 4.4 4 2 0 3 2') 6') 5 4.3 g. 6 5 4.4 1 4 0 0 P 1'E 2 4 0 9"E 2 1 3 1 5 0 ol. 8 0°2 o. 2 4'2 6 c. N er V (S 2°4 5"E er D 6 (S 1'0 2°4 6 S p p o f o d n e e c n e f 680 681 w 6 8 1 682 E U G A E N L O N N A O. 6 T N C A R T S B A M C LIA WIL E U G A E L N O N N A C M A I L L I W 6 . O N T C A R T S B A 0 3 6 e g a P 0 3 5 8 e m u 683 0 6 0 6 6 1 7 0 0 2 . o N t H C I R d e e D E N Y A W ) e r y t n a r c A 6 7 9 r a W . l 0 ( a i Y R E F F E J c e p S n e m u c o D l o V n i d e b i r c s e d 4 8 6 . c n I , g n i t a e H d e e D y t n a r r a W 5 7 9 e g a P 5 5 8 8 e m u l o V f o n o i t r 6 8 5 ) s e r c A d n a g n i o p a y l r e m r o f 6 5 2 7 . 7 ( 6 8 6 b m u l P h c i R y e k c i M 688 0 6 0 6 6 1 7 0 0 H ) e r c E RIC 687 N Y 6 A A 7 0.9 ( Y W R E 689 F F E J 690 o. 2 nt N e m u c o D unfenced 691 692 186.60' (186.81') N09°58'38"E per Doc. No. 2020115774 (N09°58'38"E 186.60') per Vol. 8530 Pg. 630 (N12°09'14"E 187.48') 6 9 3 694 ete r c n o x. c e 0 5 4 2 ex, concrete wall ex. curb OHU X OHU OHU X OHU X O H U OHU OHU X OHU OHU X OHU X OHU X LANDUSE: COMMERCIAL ZONING: CS-CO LANDUSE: COMMERCIAL ZONING: MF-4-CO 3' 0 . 0 5 ) ' 8 1 . 0 5 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 9 4 . 9 4 W 6 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' W " 1 5'5 1 ° 4 7 N per Vol. 63 Pg. 14 (S12°18'W 800.49') S09°58'54"W currently undeveloped Volume 63 Page 14 and as shown on plat Volume 4499 Page 919 50' Public Road per Undeveloped 50' Road Volume 4499 Page 919 LANDUSE: COMMERCIAL ZONING: LI-CO 8 4 4 2 X D C X per Doc. No. 2020115774 (S09°58'38"W 794.19') 5 4 4 2 X X 4 4 4 2 B X A X X 3 4 4 2 794.19' (794.37') X (S12°19'10"W) S09°58'38"W X 980.79' g din x lo a e k c o d g din x lo a e k c o d e EX. ELEC VAULT MANHOLE 7 4 4 2 d a c p / a 695 6 4 4 2 d a c p / a EX WL1 EX WWL4 EX WL1 EX WWL4 EX WL1 EX WL1 EX WWL4 EX WL1 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 EX WWL4 EX WWL4 EX WL1 ex concrete ex concrete wall 694 C L O, L d e e 4 7 7 5 1 1 0 2 0 S E D R E C Y E 4 A V R 6.7 U S H A a r r a D ) nty D E S N E A R L C B o. 2 4 A al W 6.7 nt N e m u c o D r e n e G ( P L A 0 R 3 1 5.81 5 5 1 0 0 1 1 0 4 7 7 5 1 1 0 2 0 o o p o. 2 o. 2 c. N c. N er D er D p 8') 0' 7.9 7.8 4 4 0"E 3 3 3"E 8'0 3'2 0°4 3°0 6 (S 6 S 9 5 4 2 0 6 4 2 8 5 4 2 7 5 4 2 691 690 692 1 5 4 2 691 691 690 691 FIRELANE FIRELANE NO PARKING - EX. FIRELANE FIRELANE ete r c FIRELANE n o x. c 690 e ex concrete ex curb 690 6 5 4 2 5 5 4 2 NO PARKING - EX. FIRELANE EX SSL18 691 15' Private Utility Esmnt' EX SSL18 EX SSL18 g lot arkin alt p h p s x. a e 2 3 4 2 1 3 4 2 b r u c x e 4 5 4 2 1 9 6 3 5 4 2 0 9 6 0 9 6 690 691 4 2 L S S X E 690 4 2 L S S X E 688 4 2 L S S X E I E N A L E R F . X E - G N K R A P O N I I F R E L A N E b r u c . x e I F R E L A N E 4 2 L S S X E 686 x.inlet e EX SSL18 e t e r c n o c . x e 690 EX SSL18 ex curb FIRELANE 0 3 4 2 FIRELANE ex curb 8 2 4 2 6 2 4 5 2 2 4 2 7 2 4 2 FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE ex curb 5 8 6 0 8 6 7 7 6 n atio x. Filtr e 685 k c o r d e g a c . x e 680 n 678 e ntatio dim x. s e e n ntio ete x. d e d n o p all ete w r c n o x. c e ex curb FIRELANE 694 VAN E X W L 1 E X W L 1 E X W L 1 E X W W L 4 E X W W L 4 E X W W L 4 692 689 689 F I R E L A 9 N 8 6 E 691 3 3 4 2 0 0 g. 2 4 P EX SSL18 2 6 ol. 8 er V 5' P.U.E. p 6 8 8 7 8 6 A L E FI R 8 1 L S S X E 8 1 L S S X E E N 8 1 L S S X E 686 FIRELANE NO PARKING - EX. FIRELANE ex. curb EX SSL15 EX SSL15 690 EX SSL15 9 8 6 6 L W X E 691 EX WL10 EX WL3 E X W W L EX SSL15 4 EX SSL15 8 8 6 FIRELANE 9 8 FIRELANE 6 6 8 7 ex curb 690 NO PARKING - EX. FIRELANE EX WL1 EX W W L4 690 FIRELANE EX WL1 ex. concrete ex curb EX W W L4 EX WL1 ex concrete EX W L3 EX W L10 EX WL1 EX W W L6 EX WL1 EX W W L6 EX SSL15 6 9 2 FIRELANE 6 9 1 693 g lot kin EX WL3 r a alt p EX WL10 h p EX SSL15 s x a 691 e EX WWL6 EX W L3 EX W L3 EX W L10 EX WL1 EX W W L6 EX SSL15 692 EX WL1 EX W W L4 FIRELANE 691 4 3 4 2 b r u c x e b r u c x e 690 E X S S L 1 5 689 688 E X S S L 1 5 ex curb ex inlet 8 1 L S S X E 9 1 4 2 e t e r c n o c x e 0 2 4 2 1 2 4 2 25' COMPATABILITY SETBACK 5' P.U.E. per Vol. 8624 Pg. 200 C H E X W L 1 E X W L 1 E X W L 1 4 L W W X E 4 L W W X E 4 L W W X E 5 9 6 e t e r c n o c x e E N A L E R F I 4 L W X W E 6 9 5 EX WWL4 EX W L3 EX WL3 EX W L3 EX WWL4 EX WL1 EX W W L6 EX W L3 EX W L10 EX WL1 EX W W L6 694 FIRELANE 693 FIRELANE NO PARKING - EX. FIRELANE FIRELANE NO PARKING - EX. FIRELANE FIRELANE 6 9 3 5 9 6 6 9 4 EX WL3 v EX WL3 EX WL3 EX WL3 EX WL1 EX WL10 25' Utility Esmnt' 1 5 L 9 W 6 EX WWL6 X E 6 EX WWL6 9 5 6 L W X E 6 L W X E 1 L W X E FIRELANE 6 L W W X E 6 9 2 EX WWL6 EX WWL6 h p s x a e NO PARKING - EX. FIRELANE FIRELANE FIRELANE 6 EX WWL6 9 4 EX WWL6 ex curb FIRELANE d a c p / a 5 3 4 2 692 C H 2 4 4 2 4' Sdwk. ex curb 6 9 4 v EX WL3 6 9 3 C H 6 9 2 C H 6 9 1 6 9 0 e t e r c n o c x e . k w d S ' 4 6 9 2 g lot kin r a alt p 691 b ete sla r c n o x c e 6 9 0 e t e r c n o c x e alt h p s x a e X X N06°00'34"E 206.31' (N08°18'00"E 206.39') 2 4 2 9 2 2 4 2 3 2 4 2 X 4 2 4 2 W o o d 6 ' E x . P r i v a c y F e n c e OHU X OHU OHU X OHU X OHU X OHU OHU X OHU X OHU X 8 T 1 O L K A C O L B 7 T 1 O L 6 T 1 O L 4 T 1 O L 2 T 1 O L 1 T 1 O L 0 T 1 O L T 9 O L T 8 O L W o o d 6 ' E x . P r i v a c y F e n c e 3 T 1 O L 5 T 1 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D P O N D LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO X OHU X ex curb 3 9 6 693 e t e r c n o c x e b r u c x e C H b r u c x e e t e r c n o c x e L I - C O 2 9 6 1 9 6 692 689 b r u c x e 688 l l a w e t e r c n o c x e 8 8 6 8 8 6 8 8 6 6 9 8 crete n o x c e 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E 688 8 1 L S S X E 8 1 L S S X E x inlet e 8 1 L S S X E l l a w e t e r c n o c x e g din x lo a e k c o d ete r c n o x c e 688 T 7 O L 5 8 6 8 SL1 EX S 0 8 6 9 7 6 7 7 6 X X N05°30'27"E 57.74' (N07°49'20"E 57.76') X ipf W o o d 6 ' E x . P r i v a c y F e n c e X X LANDUSE: COMMON AREA ZONING: SF-4A-CO 6 3 T O L 9 T 1 O L g din x lo a e k c o d 9 8 6 8 8 6 crete n o x c e C H C H 6 8 9 9 4 r e 5' P.U.E. p g. 9 7 P 9 9 ol. 6 V d a c p / a b r u c x e e t e r c n o c x e 6 8 8 6 8 7 v b r u c x e 6 B i c y c l e S p a c e s 7 3 4 2 ex concrete E X W L 1 E X W L 1 E X W L 1 ex curb 688 EX WL10 E X W W L 6 E X W W L 6 EX WL10 EX SSL18 EX WWL6 EX WL3 687 g lot kin r EX WL10 a alt p EX SSL18 h p EX WWL6 s x a e 687 686 EX WL10 E X W W L 6 686 FIRELANE ete 688 r c n o x c e all w 8 1 L S X S E FIRELANE 688 x inlet e 688 8 1 L S S NO PARKING - EX. FIRELANE FIRELANE 688 E X FIRELANE 688 688 8 1 L S S X E 688 686 crete 684 n 682 o x c e 680 n ntio ete d d n o p l l a w e t e r c n o c x e caged rock 6 8 6 6 8 8 6 8 8 6 8 6 6 8 4 c. n o x c e 6 8 8 6 8 8 6 8 6 8 8 6 6 8 5 6 8 4 6 8 6 6 8 5 6 8 4 7 1 4 2 6 8 8 6 8 8 1 8 6 680 682 684 686 685 8 1 L 688 X S S E 688 8 1 L S X S E x inlet e 685 ex curb FIRELANE 6 1 4 2 NO PARKING - EX. FIRELANE 6 8 5 FIRELANE FIRELANE s e x o 685 ailb x m e 684 6 8 3 6 B i c y c l e S p a c e s 683 685 e t e r c n o c x e L I - C O ex curb ex curb ex concrete W o o d 6 ' E x . P r i v a c y F e n c e ete a d n u o r e y wir u g r c n o x c e T 2 O L T 3 O L T 1 O L T 6 O L T 5 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO T 4 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 691 E X W W L 6 1 L W EX WWL6 X E 690 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX SSL18 EX SSL18 EX SSL18 EX SSL18 E X v W EX WL3 L 6 689 E X W L 1 FIRELANE E X ex concrete W W L 6 ex curb FIRELANE 690 NO PARKING - EX. FIRELANE FIRELANE ex concrete FIRELANE FIRELANE FIRELANE ex concrete E X W FIRELANE W NO PARKING - EX. FIRELANE L 6 ex curb FIRELANE 6 8 6 FIRELANE FIRELANE FIRELANE EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL10 EX WL10 EX WL10 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX WL10 EX SSL18 EX WL10 EX SSL18 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 FIRELANE FIRELANE FIRELANE 1 L W X ex curb E 6 L W W X E FIRELANE 4 2 3 6 688 ex curb FIRELANE 688 ex loading dock SF d SF a c p / a 8 1 4 2 SF 688 x inlet e 686 EX SSL18 688 EX SSL18 688 OHU 685 X 684 OHU 686 685 OHU 684 X EX SSL18 EX SSL18 688 EX SSL18 688 686 686 685 OHU X 684 764.27' N05°49'25"E (N08°08'16"E 763.99') 685 OHU 684 W o o d 6 ' E x . P r i v a c y F e n c e 688 688 688 688 686 X 685 OHU 684 686 685 684 X 686 OHU 685 684 686 OHU X 685 685 684 683 686 X OHU 688 688 EX SSL18 685 684 OHU 688 686 EX SSL18 685 684 X OHU e n a p 6 8 6 x pro 5' P.U.E. per Vol. 7604 Pg. 851 6 8 4 EX SSL18 6 8 5 e 25' COMPATABILITY SETBACK k n ta d a c p / a EX SSL18 OHU X EX SSL18 OHU EX SSL18 X EX SSL18 OHU EX SSL18 X EX SSL18 OHU EX WWL6 EX SSL18 X OHU O H U EX WWL6 EX WWL6 c. n o x c e g x utility uildin et bin a EX WWL6 c e b E X W W L 6 9 9 3 9 2 E ) C V P X W _ID: 2 W L 6 X. 8" ( W W W E E L 8 X W CI) X. 8" ( 5 E X W 5 4,9 4 _ID: 5 E L 8 E X W W L 6 E W X W W W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 LOC TFD TF SF ADA EX WL6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 EX WL6 EX WL6 8') 1.1 3'W 5 1"W 7'5 8' 0.9 U 1 ° H 5 7 O 6 N 2 ° 5 6 N ( G NIN GIN F E O C A L P E B U H O LANDUSE: COMMERCIAL ZONING: LI-CO OHU X OHU X 687 9 4 9 . g r e P 7 p . E . U . P 9 9 6 ol. V 5' 687 U H O 70.62' S25°50'04"W X W W 6 L 1 6 2 7 7 E OHU E X W L 8 E X W L 8 E X W W L 6 686 e t e r c n o c x e b r u c x e 6 8 6 x inlet e EX SSL18 8 3 4 2 ex curb b r u c x e 5 4 0 8 0 1 1 0 0 r e nt p e m e s a o. 2 r E ate c. N W o D 686 9 3 4 2 EX WL3 v EX WL3 EX WL10 O H U w EX WL8 O H U EX WL8 E X W EX WL3 W L 6 EX SSL18 EX WL3 686 NO PARKING - EX. FIRELANE 6 8 4 EX WL3 O H U 683 EX WL3 FIRELANE EX WL3 6 8 5 EX WL10 EX WWL6 g lot EX WL10 kin 6 8 5 r a alt p 6 8 4 FIRELANE h p s x a e urb x c e k c o x r e n sig crete EX WWL6 n O o H x c U e EX WWL6 683 6' 4.7 6 2 O H U 1') 4.8 6 W 2 " 8 1'3 2 ° 5 6 N ( 3"W O H 9'5 U 3 ° 7 6 N O H U nt e m e v a e of p g d e E 3 8 8 2 2 0' 1.3 8 H RIM 6 X W _ID: 1 W L 6 X. M E W W W g vin EX WWL6 a e of p g d e E X W W L 6 E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 6 8 3 4 0 n nt Statio g. 2 e m 1 P uip 3 q 3 r E ol. 8 nt fo er V e m e s a E p 682 5 1 4 2 X W W L 6 E ) C V P _ID: 1 X. 8" ( E E E E E E E E E L 8 L 8 L 8 L 8 L 8 X W X W X W W W W W W W X W W L 6 X W W L 6 X W W L 6 EX WL8 CI) " ( X W X. 8 8 E 4 9,7 2 X W _ID: 9 t n e m e v a P 0' 3 - r e t t u G d n a b r u C o N X W X W X W L 8 L 8 L 8 E E E EX WL1 EX WL1 O EX WL1 ww H U EX WL6 EX WL6 EX WL6 WWW_ID: 1181083 EX WL6 E X W W L 6 E X W L 8 EX WL6 EX WL6 LANDUSE: SINGLE FAMILY ZONING: GR-MU ' H T = " R 1 : O E L N A C S THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CITY APPROVAL STAMP EXISTING TOPOGRAPHIC AND TREE SURVEY 3 of 31 SP-2022-0364C ' H T = " R 1 : O E L N A C S 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I AP 1 LANDUSE: COMMERCIAL ZONING: MF-4-CO X . 2 . 2 5 " ( C I) X W L 2 E 2 X W L E C d a e l r o v g r a 4 E 5 2 , 4 X W L E 2 6 _ I D : 3 W W X W L 2 W E 3 3 ') 0 9 . 3 5 X W L 9 . 3 5 g . 6 1 E 3 ' 2 0 " E 1 0 P 3 7 " E 5 ( S 1 1 2 '2 6 ° 0 o l. 8 V 1 '2 1 ° 8 2 X W L S E 7 8 6 3 8 3 2 X W L E E N e " 5 5 A H L a t e D riv 1 0 0 1 1 C A B s " P riv c . 2 o 0 H U d a i n D li s t e EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. 2 X W L E 5 8 3 2 X W L E 2 r o a d ) E X W L e l 4 8 3 0 8 6 c T A 2 X W L E E 2 X W L a v 3 8 3 w ( g r r e r t e a w t e m . x E 2 X W L E e c n e f l a t e m t e e h s 2 X W L E EX. 24" RCP @3.32 % DRAINAGE EASEMENT DOC NO: 2021015714 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 f o d n e e c n e f c T 680 681 w 6 8 1 c T 682 c T 6' 4.4 4 2 0 3 2') 6') 5 4.3 g. 6 5 4.4 1 4 0 0 P 1'E 2 4 0 9"E 2 1 3 1 5 0 ol. 8 o. 2 0°2 4'2 6 c. N er V (S 2°4 er D 6 (S p o p 5"E 1'0 2°4 6 S E U G A E L N O N N A C M A I L L I W 6 . O N T C A R T S B A 0 3 6 e g a P 0 3 5 8 e m u 683 H C I R E N Y A W 0 6 0 6 6 1 7 0 0 2 d e e D y t n a ) e r c A r r . 6 7 9 a W o N t l a i . 0 ( Y R E F F E J c e p S n e m u c o D l o V n i d e b i r c s e d E U G A E O. 6 N L T N O N N C A A M C R EX. DA 7 T S B LIA A 52,532 SF WIL 1.21 AC 4 8 6 . c n I , g n i t a e H d e e D y t n a r r a W 5 7 9 e g a P 5 5 8 8 e m u l o V f o n o i t r 6 8 5 ) s e r c A d n a g n i o p a y l r e m r o f 6 5 2 7 . 7 ( 6 8 6 b m u l P h c i R y e k c i M 688 0 6 0 6 6 1 7 0 0 H ) e r c E RIC 687 N Y 6 A A 7 0.9 ( Y W R E 689 F F E J 690 o. 2 nt N e m u c o D N09°58'38"E per Doc. No. 2020115774 (N09°58'38"E 186.60') per Vol. 8530 Pg. 630 (N12°09'14"E 187.48') unfenced 691 692 186.60' (186.81') 6 9 3 694 N DIVISIO 5 5 1 0 0 1 1 0 B U E S G A R O T E S SID H T U O S o. 2 nt N e m u c o D T 1 O L K A C O L B e 2 5 4 2 4 9 6 6 9 4 . d n u o ' 5 7 . f d o r 1 9 6 = n o r i n o i f t o p o T a v e l E K R A M H C N E B 691 8 8 3 c T c T 9 8 3 0 9 3 1 9 3 2 9 3 ' W " 3 5 3 1 ° 5 7 N ' 9 6 . 9 5 2 ) ' 0 9 . 9 5 2 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 3 9 . 9 5 2 W " 5 1 7 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' c T c T c T c T c T c T 3 9 3 4 9 3 5 9 3 c T c T c T ' 3 0 . 0 5 ) ' 8 1 . 0 5 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ) ' 9 4 . 9 4 W 6 5 ° 2 7 N ( ' ' 0 3 6 . g P 0 3 5 8 . l o V r e p W " 1 5'5 1 ° 4 7 N X D c T c T c T c T c T d a c p / a OFFSITE DA 84,3112 SF 1.94 AC c T c T LANDUSE: COMMERCIAL ZONING: LI-CO per Vol. 63 Pg. 14 (S12°18'W 800.49') S09°58'54"W c T currently undeveloped Volume 63 Page 14 and as shown on plat Volume 4499 Page 919 50' Public Road per T c C X per Doc. No. 2020115774 (S09°58'38"W 794.19') c T 5 4 4 2 c T X d a c p / a e EX. ELEC VAULT MANHOLE c T 7 4 4 2 695 6 4 4 2 EX DA 5 97,574 SF 691 2.24 AC 0 5 4 2 691 690 690 C L O, L d e e 4 7 7 5 1 1 0 2 0 S D E R E C Y E 4 A V R 6.7 U S H A a r r a D nty D ) E S N E A R L C B o. 2 4 A al W 6.7 nt N e m u c o D r e n e G ( P L A 0 R 3 1 T c T c T c Tc EX SSL18 EX SSL18 Tc EX SSL18 690 689 689 Tc EX SSL18 Tc EX SSL18 691 T c 9 8 6 T c EX SSL15 c T 6 8 EX SSL15 2 3 4 2 1 3 4 2 EX SSL15 690 EX SSL15 9 8 6 8 4 4 2 0 3 4 2 4 5 4 2 1 9 6 3 5 4 2 0 9 6 0 9 6 EX SSL18 T c 691 4 2 L S S X E 690 T c 4 2 L S S X E T 4 2 c 688 L S S X E 4 2 L S T S c X E 686 x.inlet e 8 8 7 6 T c c T 8 1 L S S X E 8 1 L S S X E 8 8 6 6 8 7 T c 8 c 1 T L S S X E 686 8 T 1 L c S S c T X E ex inlet 9 1 4 2 8 2 4 2 7 2 4 2 6 2 4 5 2 2 4 2 EX. DA 3 22,993 SF 0.53 AC 1 2 4 2 0 2 4 2 X X N06°00'34"E 206.31' (N08°18'00"E 206.39') 2 4 2 9 2 2 4 2 3 2 4 2 X 4 2 4 2 W o o d 6 ' E x . i v a c y F e n c e P r LANDUSE: COMMERCIAL ZONING: MF-4-CO 0 6 4 2 8 SL1 X S E EX. DA 4 7,213 SF 0.17 AC 5.81 5 5 1 0 0 1 1 0 4 7 7 5 1 1 0 2 0 o o p o. 2 o. 2 c. N c. N er D er D p 8') 0' 7.9 7.8 4 4 0"E 3 3 3"E 8'0 3'2 0°4 3°0 6 (S 6 S 9 5 4 2 691 690 692 1 5 4 2 691 691 690 8 5 4 2 7 5 4 2 6 5 4 2 5 5 4 2 NOTE: ALL CALCULATIONS WERE PERFORMED USING ATLAS 14 INTENSITIES FOR ZONE 1. T A C A R T S 4 E e 1 R C g R A a 3 P E G e 6 TIN m T olu A W V 9 8 8 8 6 6 680 682 684 686 X 4 4 4 2 B X A X X 3 4 4 2 794.19' (794.37') X (S12°19'10"W) S09°58'38"W X 980.79' X OHU X OHU X OHU OHU X OHU X O H U OHU OHU X OHU OHU X OHU X OHU X Undeveloped 50' Road Volume 4499 Page 919 LANDUSE: COMMERCIAL ZONING: LI-CO EX WL1 T c EX WWL4 EX WL1 EX WWL4 EX WL1 EX WL1 1" W SVC EX WL1 EX WWL4 EX WWL4 EX WWL4 EX WL1 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 694 3 3 4 2 VAN 694 E X W L 1 C V S W " 1 E X W L 1 E X W L 1 E X W W L 4 E X W W L 4 E X W W L 4 692 6 L W X E 691 EX WL10 EX WL3 E X W W L EX SSL15 4 690 9 8 6 EX WL1 EX WL1 EX W W L4 EX WL3 EX W L10 EX WL1 EX W W L6 EX SSL15 691 EX W L3 692 EX WL1 EX W W L4 693 EX WL3 EX WL10 EX SSL15 691 EX WWL6 1" W SVC EX WL1 EX W W L4 690 4 3 4 2 5 9 6 6 9 4 EX WL3 v EX WL3 EX WL3 EX WL3 4 L W X W E 6 9 5 EX WL1 EX WL10 EX WWL4 EX WWL4 6 9 5 EX WWL6 EX WL3 EX W L3 EX WL1 EX W W L6 EX W L3 EX W L10 EX WL1 EX W W L6 694 6 L W X E 6 L W X E 1 5 L 9 W 6 EX WWL6 X E 6 L W W X E 1 L W X E C V S W " 1 6 EX WWL6 9 4 d a c p / a E X C W V S L 1 W " 1 E X W W L 6 E X W W L 6 1 L W X E 6 L W W X E 6 3 4 2 E X v W EX WL3 L 6 EX WL3 689 EX WL10 EX WL3 EX WL3 EX WL10 690 EX. DA 6 108,028 SF 690 689 2.48 AC EX WWL6 EX WWL6 8 1 L S S X E EX WWL6 EX SSL18 9 8 6 688 W " 1 E X W L 1 E X W W L 6 E X W W L 6 688 EX WL10 688 688 688 8 1 L S S X E 688 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 v EX WL3 6 9 3 EX WL3 EX WL3 10" Fire Line (Private) EX WL3 6 9 2 691 1 L W EX WWL6 X E EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WL10 EX SSL18 EX SSL18 EX WL10 EX WL10 EX WL10 EX SSL18 EX SSL18 Tc Tc EX SSL18 Tc EX SSL18 EX SSL18 Tc EX WL10 EX SSL18 EX WL10 Tc EX SSL18 EX WL10 EX WL10 EX WL10 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 W " 1 EX WL3 687 3" Domestic 686 Tc EX WL10 EX SSL18 EX WL3 10" Fire Line (Private) EX WL10 Tc EX SSL18 EX SSL18 E X W W L 6 E X W W L 6 686 688 687 688 688 8 1 L S S X E 686 684 682 680 8 1 L S X S E 688 688 x inlet e 6 8 6 685 684 6 8 3 6 B i c y c l e S p a c e s Tc 8 1 L S X S E x inlet e 685 6 1 4 2 685 Tc Tc EX. POND 1 8 8 6 693 C H 692 1 9 6 8 8 6 8 8 6 3 9 2 9 6 6 8 1 L S S X E 8 1 L S S X E 688 8 1 L S S X E 8 1 L S S X E x inlet e 8 1 L S S X E 2 4 4 2 6 9 4 6 9 3 6 9 2 5 3 4 2 C H 6 9 2 C H 692 C H 6 9 1 6 9 0 691 690 EX. DEV DA 2 9,119 SF 0.20 AC 0 T 1 O L 4 L W W X E 4 L W W X E 4 L W W X E 5 9 6 C H E X W L 1 E X W L 1 E X W L 1 C V S W " 1 EX WL3 EX W L10 EX WL1 EX W W L6 EX W L3 EX WL1 EX W W L6 EX SSL15 693 6 9 2 6 9 1 690 E X S S L 1 5 689 688 E X S S L 1 5 W o o d 6 ' E x . P r i v a c y F e n c e 3 T 1 O L 6 8 9 C H C H d a c p / a v 6 B i c y c l e S p a c e s 7 3 4 2 6 8 8 6 8 7 6 8 6 LANDUSE: COMMERCIAL ZONING: LI-CO OHU X OHU X EX WL6 EX WL6 EX WL6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 8') 1.1 3'W 5 1"W 7'5 8' 0.9 U 1 ° H 5 7 O 6 N 2 ° 5 6 N ( G NIN GIN F E O C A L P E B U H O LANDUSE: COMMERCIAL ZONING: CS-CO 6 8 6 x inlet e EX SSL18 Tc 8 3 4 2 E X W L 1 W " 1 E X W L 1 E X W W L 6 EX SSL18 686 EX SSL18 Tc E X W EX WL3 W L 6 EX WL3 686 6 8 5 6 8 4 6 8 5 EX. DA 1 27,406 SF 0.63 AC 6 8 3 687 U H O 687 Tc 70.62' S25°50'04"W X W W L 6 E E X W L 8 E X W L 8 OHU 6 1 2 7 7 ) C V P _ID: 1 X. 8" ( E E E E E E E E E L 8 L 8 L 8 L 8 L 8 X W X W X W W W W W W W X W W L 6 X W W L 6 X W W L 6 EX WL8 CI) " ( X W X. 8 8 E 4 9,7 2 X W _ID: 9 t n e m e v a P 0' 3 - r e t t u G d n a b r u C o N X W X W X W L 8 L 8 L 8 E E E O H U 9 3 4 2 EX WL3 v w EX WL8 O H U EX WL8 O H U 6 8 4 683 EX WWL6 O H U E X W W L 6 E 3 8 8 2 2 0' 1.3 8 H RIM 6 X W _ID: 1 W L 6 X. M E W W W g vin a EX WWL6 e of p g d e E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 686 EX WL3 EX WL10 EX WL3 6 8 5 683 k c o x r e n sig O H U 1') 4.8 6 W 2 " 8 1'3 2 ° 5 6 N ( 6' 4.7 6 2 W O " H 3 9'5 U 3 ° 7 6 N LOC TFD TF SF ADA 682 T c 5 1 4 2 O H U EX WL1 EX WL1 EX WL1 ww O H U T c EX WL6 EX WL6 EX WL6 WWW_ID: 1181083 EX WL6 E X W W L 6 E X W L 8 EX WL6 EX WL6 LANDUSE: SINGLE FAMILY ZONING: GR-MU 683 6 8 6 6 8 5 6 8 4 6 8 8 6 8 8 6 8 4 6 8 6 6 8 8 6 8 8 6 8 6 6 8 5 6 8 4 7 1 4 2 6 8 8 6 8 8 6 8 6 6 8 5 6 8 4 EX SSL18 c. n o x c e g uildin EX WWL6 b 25' COMPATABILITY SETBACK d a c p / a OHU W o o d 6 ' E x . i v a c y F e n c e P r EX SSL18 OHU X EX SSL18 EX SSL18 EX SSL18 OHU X EX SSL18 X EX SSL18 OHU EX WWL6 EX SSL18 X OHU O H U EX WWL6 EX WWL6 T 3 O L T 2 O L T 1 O L E X W W L 6 9 9 3 9 2 E ) C V P X W _ID: 2 W L 6 X. 8" ( W W W E E L 8 X W CI) X. 8" ( 5 E X W 5 4,9 4 _ID: 5 E L 8 E X W W L 6 E X W W W W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 NOTE: ALL EXISTING DEVELOPMENT SHOWN WAS COMPLETE AND ACCEPTED UNDER SP-99-2213C, SP-04-0180C AND SP-09-0133 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. E X W L 8 E X W L 8 E X W L 8 CITY APPROVAL STAMP PRE-DEVELOPED DRAINAGE AREA MAP 4 of 31 SP-2022-0364C X X N05°30'27"E 57.74' (N07°49'20"E 57.76') X ipf W o o d 6 ' E x . P r i v a c y F e n c e X X LANDUSE: COMMON AREA ZONING: SF-4A-CO 6 3 T O L 9 T 1 O L EX POND 2 25' COMPATABILITY SETBACK OHU X OHU X OHU OHU X OHU X OHU OHU X OHU X OHU X SF d SF a c p / a 8 1 4 2 SF 688 x inlet e 686 EX SSL18 688 EX SSL18 688 OHU 685 X 684 OHU 686 685 OHU 684 X EX SSL18 EX SSL18 688 EX SSL18 688 686 686 685 685 OHU X 684 764.27' N05°49'25"E (N08°08'16"E 763.99') OHU 684 W o o d 6 ' E x . P r i v a c y F e n c e 688 686 X 685 OHU 684 686 685 684 X 688 688 688 688 8 1 L 688 X S S E 688 686 OHU 685 684 686 OHU X 685 684 OHU 686 X 688 688 EX SSL18 685 684 OHU 688 686 EX SSL18 685 684 X OHU 8 T 1 O L K A C O L B 7 T 1 O L 6 T 1 O L 4 T 1 O L 2 T 1 O L 1 T 1 O L T 9 O L T 8 O L T 7 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO 5 T 1 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D T 6 O L T 5 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO T 4 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D NOTE: ALL CALCULATIONS WERE PERFORMED USING ATLAS 14 INTENSITIES FOR ZONE 1. ' H T = " R 1 : O E L N A C S 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I DEV AP1 DEV DA 8 3,963 SF 0.09 Ac 0.0% IC 2 X W L E E N e " 5 5 A H L a t e D riv 1 0 0 1 1 C A B s " P riv c . 2 o 0 H U d a i n D li s t e 20' DRAINAGE EASEMENT DOC NO: 202400876 END PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. 7 7 6 2 X W L E e c n e f l a t 9 e m t e e h s 2 7 0 8 E 7 X W L 6 8 6 6 0 8 6 EX. 24" RCP @3.32 % DRAINAGE EASEMENT DOC NO: 2021015714 677 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 678 6 8 0 6 6 8 7 0 9 20' DRAINAGE EASEMENT DOC NO: ____________ 679 LANDUSE: COMMERCIAL ZONING: MF-4-CO X . 2 . 2 5 " ( C I) X W L 2 E 2 X W L E C d a e l r o v g r a 4 E 5 2 , 4 X W L E 2 6 _ I D : 3 W W X W L 2 W E PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE X W L E 5 8 3 2 4 S T 2 2 X W L E 2 r o a d ) E X W L e l 4 8 3 S T 2 4 A 2 X W L E ( g r r e r t e a w t e m . x E 9 7 6 E 2 X W L a v 3 8 3 w S T 2 4 0 1 . 5 8 6 0 1 . 5 8 6 1 8 6 0 8 6 9 7 6 3 3 ') 0 9 . 3 5 X W L 9 . 3 5 g . 6 1 E 3 ' 2 0 " E 1 0 P 3 7 " E 5 ( S 1 1 2 '2 6 ° 0 o l. 8 V 1 '2 1 ° 8 2 X W L S E 4 0 6 6 T S 8 0 7 . 5 6 T S 7 6 8 7 6 6 0 8 1 . 5 0 8 6 8 6 7 6 d n o P n o i t a t n e m i d e S 7 8 6 3 8 3 S T 2 4 S T 2 8 8 6 1 T S 1 6 8 1 . 5 0 681 c T 8 8 3 9 8 3 0 9 3 1 9 3 1 8 6 c T n o i t n e t e D d n o P ' W " 3 5 3 1 ° 5 7 N ' 9 6 . 9 5 2 ) ' 0 9 . 9 5 2 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 3 9 . 9 5 2 W " 5 1 7 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' 2 9 3 2 8 6 3 9 3 c T c T 6 8 2 6 8 3 684 f o d n e e c n e f 682 683 680 682 683 681 684 w 685 685 686 686 686 n Filtratio T S d n o P 6 8 1 c T Tc 682 683 c T 684 685 6 8 6 I y R ) e 6 8 5 H C 0 3 6 e g a P d e e D 0 3 5 8 c T 683 685 0 6 0 6 6 1 7 0 0 2 DEV DA 7 59,745 SF 1.37 AC 68.60 % 6 8 6 n e m u c o D Y R E F F E J E N Y A W c T c e p S c s e d e m u 6 7 9 d e b o N o V c A g n c n n a 0 ( W n a a r r r r , . . 4 8 6 . l t t l i i i I 6 8 6 6 8 6 E U G A E L N O N N A C M A I L L I W 6 . O N T C A R T S B A 685 685 4 9 3 5 9 3 0 6 . 5 8 F . F . 6 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE LANDUSE: COMMERCIAL ZONING: MF-4-CO 6' 4.4 4 2 0 3 2') 6') 5 4.3 g. 6 5 4.4 1 4 0 0 P 1'E 2 4 0 9"E 2 1 3 1 5 0 ol. 8 o. 2 0°2 4'2 6 c. N er V (S 2°4 er D 6 (S p o p 5"E 1'0 2°4 6 S 0 8 6 6 8 1 6 8 2 T 1 O L K A C O L B F . F . 6 8 e F . F . 6 0 . 5 9 F . F . 6 N09°58'38"E per Doc. No. 2020115774 (N09°58'38"E 186.60') per Vol. 8530 Pg. 630 (N12°09'14"E 187.48') N DIVISIO 5 5 1 0 0 1 1 0 B U E S G A R O T E S SID H T U O S o. 2 nt N e m u c o D 683 684 . d n u o ' 5 7 . f d o r 1 9 6 = n o r i n o i f t o p o T a v e l E K R A M H C N E B 2 5 4 2 4 9 6 6 9 4 691 W W6 8 8 6 . 5 F . F . 6 0 E/ S E U U O 0 s.f. G H E A R E O. 6 7.0 A N L 4 - W 0 3 8 . 5 E 7,2 T N O N 1 g. # N C C A A A M C R P p. Bld E S T 0 S 8 . 5 FIC B LIA Pro A F WIL O 0 689 8 8 6 0 9 6 i t a e H d n a c T d e e D g n i b m u y t n a r r a W ) s e r c A 6 5 2 7 . 7 ( f o n o i t r 6 8 5 o p a y l r e m r o f 5 7 9 e g a P 5 5 8 8 e m u l o V 687 l P h c i R y e k c i M 6 8 6 7 8 6 c T Tc 688 0 6 0 6 6 1 7 0 0 H ) e r c E RIC 687 N Y 6 A A 7 0.9 ( Y W R E 689 F F E J 690 o. 2 nt N e m u c o D 688 c T 689 691 692 Tc 186.60' (186.81') unfenced WL3 690 690 6 9 3 Tc 3 L W 694 3 W L 1 9 6 c T WW6 3 L W 691 1 9 6 6 9 2 2 9 6 3 9 6 4 9 6 5 9 6 WW6 691 6 9 1 WL3 6 W W c T 0 1 L W 1 9 3 6 L W 6 W W 0 1 L W 3 L W c T LANDUSE: COMMERCIAL ZONING: LI-CO OFFSITE DA 83,700 SF 1.92 AC 80.0% IC c T c T c T per Vol. 63 Pg. 14 (S12°18'W 800.49') S09°58'54"W currently undeveloped c T Volume 63 Page 14 and as shown on plat Volume 4499 Page 919 50' Public Road per C X per Doc. No. 2020115774 (S09°58'38"W 794.19') 5 4 4 2 c T X d a c p / a 0 8 . 5 8 / E S U O H E R A W 3 1 # . g d l B . p o r P . f . s 0 0 . 9 8 9 , 6 E C A P S E C I F F O 688 F . F . 6 6 8 9 F.F. 688.50 F.F. 6 9 0.5 0 F.F. 6 9 0.5 0 8 4 4 2 e ' 3 0 . 0 5 ) ' 8 1 . 0 5 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ) ' 9 4 . 9 4 W 6 5 ° 2 7 N ( ' ' 0 3 6 . g P 0 3 5 8 . l o V r e p W " 1 5'5 1 ° 4 7 N X D 7 4 4 2 d a c p / a 695 6 4 4 2 6 8 3 5.81 691 6 8 4 5 5 1 0 0 1 1 0 4 7 7 5 1 1 0 2 0 o o p o. 2 o. 2 c. N c. N er D er D p 8') 0' 7.9 7.8 4 4 0"E 3 3 3"E 8'0 3'2 0°4 3°0 6 (S 6 S 9 5 4 2 8 5 4 2 2 8 6 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE DEV DA 4 5,219 SF 0.12 AC 0.00 % 0 6 4 2 682 690 Prop. Bldg. #12 691 WAREHOUSE/ OFFICE SPACE 5,255.00 s.f. F.F. 692.00 6 W 0 1 L W 3 W L W 692 1 5 4 2 691 6 691 W 0 1 6 9 2 L 3 W L W W 690 691 690 WL10 WL3 4 5 4 2 WW6 1 9 6 7 5 4 2 6 8 9 6 5 4 2 S T1 2 5 5 4 2 0 9 6 690 ST12 ST12 685 0 5 4 2 Tc Tc 4 9 6 5 9 6 691 WW6 691 WL3 WL10 15' Private Utility Esmnt' WW6 Tc EX SSL18 WL3 WL10 EX SSL18 Tc EX SSL18 WW6 2 3 4 2 1 3 4 2 690 DEV DA 5 SEE REF PLAN 690 SHEET 19 87,349 SF 689 g. 2 2.10 AC 4 P WL3 Tc WL10 EX SSL18 2 6 ol. 8 72.94 % er V 5' P.U.E. p WL3 WL10 Tc WW6 WW6 EX SSL18 690 0 0 8 8 6 0 3 4 2 692 3 5 4 2 0 9 6 EX SSL18 T c 691 4 2 L S S X E 690 T c 4 2 L S S X E T 4 2 c 688 L S S X E 4 2 L S T S c X E 686 x.inlet e EX WL1 T c EX WWL4 EX WL1 EX WWL4 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 EX WWL4 EX WL1 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 694 C L Prop. Bldg. #6 O, L 4 7 d WAREHOUSE/OFFICE 7 e 5 D e 1 nty D ) E S SPACE 1 N S E 0 A D E R 2 R L E C 1 Sty. 18' Height 0 B C Y o. 2 4 A H A E 4 A V al W R 6.7 nt N 6.7 U S e m u c o D P L A 0 R r e n e G a r r a 3 1 ( T c T c T c 4,123 s.f. FF=696.10 3 3 4 2 689 691 T c 9 8 6 EX SSL15 EX SSL15 WL3 WL10 WL3 9 8 6 EX SSL15 WL10 690 WW6 WW6 695 VAN 694 E X W L 1 E X W L 1 E X W L 1 E X W W L 4 E X W W L 4 E X W W L 4 692 693 EX WL3 EX WL10 EX SSL15 691 EX WWL6 EX WL3 EX W L10 EX WL1 EX W W L6 EX SSL15 691 EX W L3 692 EX WL1 EX W W L4 EX WL1 EX W W L4 690 EX WL1 4 3 4 2 6 L W X E WL3 EX SSL15 691 EX WL10 EX WL3 E X W W L EX SSL15 4 WW6 690 9 8 6 EX WL1 EX W W L4 4 L W W X E 4 L W W X E 4 L W W X E 5 9 6 C H E X W L 1 E X W L 1 E X W L 1 4 L W X W E 6 9 5 EX WL3 EX W L10 EX WL1 EX W W L6 EX W L3 EX WL1 EX W W L6 EX SSL15 693 6 9 2 6 9 1 690 E X S S L 1 5 689 688 E X S S L 1 5 c T T c WL3 WL10 8 8 6 WW6 7 8 6 T c c T 8 1 L S S X E 8 1 L S S X E 6 8 7 T c 8 c 1 T L S S X E 686 8 T 1 L c S S c T X E ex inlet 9 1 4 2 T A C A R T S 4 E e 1 R C g R A a 3 P E G e 6 TIN m T olu A W V 9 8 8 8 6 6 EX WL3 687 X 4 4 4 2 B X A X X 3 4 4 2 794.19' (794.37') X (S12°19'10"W) S09°58'38"W X 980.79' X OHU X OHU X OHU OHU X OHU X O H U OHU OHU X OHU OHU X OHU X OHU X Undeveloped 50' Road Volume 4499 Page 919 LANDUSE: COMMERCIAL ZONING: LI-CO 2 4 4 2 6 9 4 5 3 4 2 C H 6 9 2 C H 692 C H 6 9 1 6 9 0 691 690 EX WWL4 EX WWL4 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 Tc Tc EX SSL18 Tc EX SSL18 EX SSL18 Tc EX SSL18 EX SSL18 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 6 9 3 6 9 2 v EX WL3 6 9 3 6 9 2 E X W L 1 E X W W L 6 E X W W L 6 5 9 6 6 9 4 EX WL3 v EX WL3 EX WL3 EX WL3 EX WL3 EX W L3 EX WL1 EX W W L6 EX W L3 EX W L10 EX WL1 EX W W L6 694 EX WL1 EX WL10 25' Utility Esmnt' 1 5 L 9 W 6 EX WWL6 X E 6 9 5 EX WWL6 6 L W X E 6 L W X E 1 L W X E 6 L W W X E 6 EX WWL6 9 4 d a c p / a 691 6 3 4 2 1 L W X E EX WWL6 EX WWL6 EX WWL6 EX WWL6 6 L W W X E 8 1 L S S X E 1 L W EX WWL6 X E 690 DEV DA 6 689 SEE REF PLAN SHEET 19 108,028 SF 2.48 AC 95.00 % 688 8 1 L S S X E 8 1 L S S X E 8 6 9 E X W L 1 688 EX WL10 E X W W L 6 E X W W L 6 688 688 688 8 1 L S S X E 688 E X v W EX WL3 L 6 689 688 687 688 688 8 1 L S S X E 686 ete 684 r c n 682 o x c e 680 8 1 L S X S E 688 688 x inlet e 6 8 6 6 8 8 6 8 8 6 8 4 686 Tc EX WL10 Tc EX SSL18 EX WL10 EX SSL18 EX WL10 Tc EX SSL18 685 684 6 8 3 6 B i c y c l e S p a c e s Tc 683 8 1 L S X S E x inlet e 685 6 1 4 2 685 Tc Tc 6 8 9 9 4 r e 5' P.U.E. p g. 9 7 P 9 9 ol. 6 V C H C H d a c p / a v 6 B i c y c l e S p a c e s 7 3 4 2 6 8 8 6 8 7 6 8 6 3 9 693 C H 692 1 9 6 6 6 2 9 690 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E x inlet e E X W W L 6 E X W W L 6 686 688 6 8 6 8 8 6 6 8 5 6 8 4 6 8 6 6 8 5 6 8 4 7 1 4 2 8 8 6 8 8 6 l l a w e t e r c n o c x e n ntio ete d d n o p POND EX1 8 8 6 l l a w e t e r c n o c x e caged rock 6 8 6 6 8 8 6 8 8 1 8 6 680 682 684 686 685 8 1 L 688 X S S E 688 6 8 8 6 8 8 6 8 6 6 8 5 6 8 4 EX SSL18 688 5' P.U.E. per Vol. 7604 Pg. 851 688 688 688 688 686 OHU 685 684 686 OHU X 685 685 684 683 686 X OHU 688 688 EX SSL18 685 684 OHU 686 EX SSL18 685 684 X OHU LANDUSE: COMMERCIAL ZONING: LI-CO OHU X OHU X EX WL6 EX WL6 EX WL6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 8') 1.1 3'W 5 1"W 7'5 8' 0.9 U 1 ° H 5 7 O 6 N 2 ° 5 6 N ( G NIN GIN F E O C A L P E B U H O LANDUSE: COMMERCIAL ZONING: CS-CO 9 4 r e 9 g. .E. p P 7 9 9 6 U . P ol. V 5' 687 U H O 687 Tc 70.62' S25°50'04"W X W W L 6 E E X W L 8 E X W L 8 OHU 6 1 2 7 7 ) C V P _ID: 1 X. 8" ( E E E E E E E E E L 8 L 8 L 8 L 8 L 8 X W X W X W W W W W W W X W W L 6 X W W L 6 X W W L 6 EX WL8 CI) " ( X W X. 8 8 E 4 9,7 2 X W _ID: 9 t n e m e v a P 0' 3 - r e t t u G d n a b r u C o N X W X W X W L 8 L 8 L 8 E E E O H U w EX WL8 O H U EX WL8 5 4 0 8 0 1 1 0 0 r e nt p e m e s a r E ate W o. 2 c. N o D 686 9 3 4 2 EX WL3 v EX WL3 EX WL10 EX WL3 6 8 5 683 O H U 6 8 4 683 EX WWL6 O H U E X W W L 6 E 3 8 8 2 2 0' 1.3 8 H RIM 6 X W _ID: 1 W L 6 X. M E W W W g vin a EX WWL6 e of p g d e E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 k c o x r e n sig O H U 1') 4.8 6 W 2 " 8 1'3 2 ° 5 6 N ( 6' 4.7 6 2 W O " H 3 9'5 U 3 ° 7 6 N 5 1 4 2 O H U E X W L 1 E X W L 1 E X W W L 6 EX SSL18 686 EX SSL18 Tc E X W EX WL3 W L 6 EX WL3 686 6 8 6 x inlet e EX SSL18 Tc 8 3 4 2 6 8 5 6 8 4 6 8 5 6 8 3 n 3 3 4 0 nt Statio g. 2 e m 1 P uip q r E ol. 8 nt fo DEV DA 1 682 r V e m e p e s a E 27,506 SF 0.63 AC 59.66 % uildin EX WWL6 c. n o x c e EX WL1 g b T T c c LOC TFD TF SF ADA LANDUSE: SINGLE FAMILY ZONING: GR-MU 5 8 6 0 8 6 7 7 6 680 n 678 e ntatio dim x. s e e k c o r d e g a c . x e all ete w r c n o x. c e n atio x. Filtr e n ntio ete x. d e d n o p 5 8 6 8 SL1 X S E 7 7 6 6 6 8 0 7 9 BEGIN PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE X X N05°30'27"E 57.74' (N07°49'20"E 57.76') X ipf W o o d 6 ' E x . P r i v a c y F e n c e X X LANDUSE: COMMON AREA ZONING: SF-4A-CO 6 3 T O L 9 T 1 O L POND EX2 8 2 4 2 DEV DA 3 19,424 SF 0.44 AC 0.00 % 6 2 4 5 2 2 4 2 7 2 4 2 0 2 4 2 1 2 4 2 X X N06°00'34"E 206.31' (N08°18'00"E 206.39') 2 4 2 9 2 2 4 2 3 2 4 2 X 4 2 4 2 W o o d 6 ' E x . i v a c y F e n c e P r LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO 25' COMPATABILITY SETBACK 5' P.U.E. per Vol. 8624 Pg. 200 OHU X OHU X OHU OHU X OHU X OHU OHU X OHU X OHU X d a c p / a 8 1 4 2 688 x inlet e 686 EX SSL18 688 EX SSL18 688 OHU 685 X 684 OHU 686 685 OHU 684 X EX SSL18 EX SSL18 688 EX SSL18 688 686 686 685 685 OHU X 684 764.27' N05°49'25"E (N08°08'16"E 763.99') OHU 684 W o o d 6 ' E x . P r i v a c y F e n c e 688 686 X 685 OHU 684 686 685 684 X 8 T 1 O L K A C O L B 7 T 1 O L 6 T 1 O L 4 T 1 O L 2 T 1 O L 1 T 1 O L 0 T 1 O L T 9 O L W o o d 6 ' E x . P r i v a c y F e n c e 3 T 1 O L 5 T 1 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D DEV DA 2 9,119 SF 0.20 AC 0.00 % T 8 O L T 7 O L T 6 O L T 5 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO T 4 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D EX WL1 EX WL1 ww O H U EX WL6 EX WL6 EX WL6 WWW_ID: 1181083 EX WL6 E X W W L 6 E X W L 8 EX WL6 EX WL6 25' COMPATABILITY SETBACK d a c p / a OHU W o o d 6 ' E x . i v a c y F e n c e P r EX SSL18 OHU X EX SSL18 EX SSL18 EX SSL18 OHU X EX SSL18 X EX SSL18 OHU EX WWL6 EX SSL18 X OHU O H U EX WWL6 EX WWL6 “EXISTING SIDEWALKS TO REMAIN HAVE BEEN VERIFIED TO COMPLY WITH THE APPLICABLE VERSION OF THE TEXAS ACCESSIBILITY STANDARDS, FEDERAL ADA REQUIREMENTS, AND CITY OF AUSTIN STANDARDS.” T 3 O L T 2 O L T 1 O L DOWNSPOUTS WILL BE DIRECTED TOWARDS THE PROPERTY AWAY FROM THE NEIGHBORING PROPERTY E X W W L 6 9 9 3 9 2 E ) C V P X W _ID: 2 W L 6 X. 8" ( W W W E E L 8 X W CI) X. 8" ( 5 E X W 5 4,9 4 _ID: 5 E L 8 E X W W L 6 E X W W W W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 NOTE: ALL EXISTING DEVELOPMENT SHOWN WAS COMPLETE AND ACCEPTED UNDER SP-99-2213C, SP-04-0180C AND SP-09-0133 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. E X W L 8 E X W L 8 E X W L 8 CITY APPROVAL STAMP DEVELOPED DRAINAGE AREA MAP 5 of 31 SP-2022-0364C 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I ' H T = " R 1 : O E L N A C S TREE LIST: DATE OF SURVEY: DECEMBER 3, 2021 Legend: M = Multi-trunk trees H = Heritage trees R = Removed trees TREE ID# SIZE SPECIES A B C D 2415 2416 2417 2418 2419 2420 2421 2422 2423 2424 2425 2426 2427 2428 2429 2-7", 2-10" total 22" 10" 2-8" total 12" 9" 9.5" 25.5" 36" 10.5" 12.5" 9.5" 9.5" 16.5" 12.5" 11.5" 9" 8" 8.5" 52" 29.5" HACKBERRY (M) HACKBERRY HACKBERRY (M) HACKBERRY CEDAR ELM LIVE OAK (H) COTTONWOOD (H) CEDAR ELM CHINKAPIN OAK HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY LIVE OAK LIVE OAK (H) LIVE OAK (H) SPECIES LIVE OAK (H) LIVE OAK LIVE OAK LIVE OAK (H)(M) CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM CEDAR ELM LIVE OAK (H) TREE LIST CONTINUATION: TREE ID# 2430 2431 2432 2433 2434 2435 2436 2437 2438 2439 2442 2443 2444 2445 2446 2447 2448 2450 2451 2452 2453 2454 2455 2456 2457 2458 2459 2460 SIZE 25.5" 17" 14.5" 19.5",43" total 52.75" 11.5" 12.5" 8" 8.5" 10" 9.5" 44.5" 3.5", 9" total 10.75" HACKBERRY (M) 11.5" 5", 2-10.5" total 18.25" HACKBERRY (M) 39" 25" 23" 22.5", 27" total 38.25" LIVE OAK (H)(M) 18.5" 32", 34" total 50" LIVE OAK (H)(M) 19.5" 9" 25.5" 18" 11" 31" 22.5" 22" HACKBERRY LIVE OAK HACKBERRY (removed) LIVE OAK (H) LIVE OAK LIVE OAK LIVE OAK (H) LIVE OAK LIVE OAK LIVE OAK (H) LIVE OAK (H) LIVE OAK (removed) LIVE OAK (removed) T A C A R T S 4 E e 1 R C g R A a 3 P E G e 6 TIN m T olu A W V U E U E U E U E U E U E 2 X W L E U E C A B s " P riv c . 2 o 0 U H d a i n D li s t e E N e " 5 5 A H L a t e D riv 1 0 0 1 1 20' DRAINAGE EASEMENT DOC NO: 202400876 END PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE EX. PULLBOX EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. EX. 24" RCP @3.32 % DRAINAGE EASEMENT DOC NO: 2021015714 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 20' DRAINAGE EASEMENT DOC NO: ____________ LANDUSE: COMMERCIAL ZONING: MF-4-CO E E U U 6 _ I D : 3 4 E 0 5 2 , 4 0 . U 0 E 2 X W L 5 E X . 2 . 2 5 " ( C I) X W L 2 E 2 X W L E U E C d a e l r o v g r a W W X W L 2 W E 3 3 ') 0 9 . 3 5 X W L 9 . 3 5 g . 6 1 E 0 " E 1 0 P 3 7 " E 5 U E 3 ' 2 1 ( S V 6 ° 2 ' 2 0 o l. 8 1 '2 U 1 ° 8 2 X W L 1 E S E U PROP. 6' PRIVACY E WOOD FENCE ALONG E PROPERTY LINE U U E 2 X W L E U E U E A 2 X W L E 2 X W L E 2 r o a d ) E E U X W L S T 2 4 e l 4 8 3 ( g r r e r t e a w t e m . x E E 2 X W L a v 3 8 3 w 0 0 2 44 . S T 5 8 3 S T 2 4 0 1 . 5 8 6 0 1 . 5 8 6 1 8 6 0 8 6 9 7 6 n Filtratio T S d n o P U E 2 X W L E U E e c n e f l a t e m t e e h s 2 X W L E U E U f o d n e e c n e f E 7 8 6 3 8 3 S T 2 4 0 0 2 . 4 4 T S 8 8 6 1 T S 1 6 8 1 . 5 0 681 0 8 1 . 5 0 8 6 8 6 7 6 d n o P n o i t a t n e m i d e S 6 T S 8 7 6 6 0 7 . 5 6 T S 7 6 n o i t n e t e D d n o P 8 8 3 9 8 3 0 9 3 1 9 3 1 8 6 0 0 . 0 5 2 9 3 ' W " 3 5 3 1 ° 5 7 N ' 9 6 . 9 5 2 ) ' 0 9 . 9 5 2 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 3 9 . 9 5 2 W " 5 1 7 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' FIRELANE FIRELANE E U 3 9 3 PROP . FIRE LANE SIGN SEE DET 906S-1 SHT 17 FIRELANE 0 0 . 5 2 E N A L E R I F 4 9 3 5 9 3 0 6 . 5 8 F . F . 6 FIRELANE UE 0 0 . 5 2 FIR E L A N E w FIRELANE E U FIRELANE U E FIRELANE 8 8 6 . 5 F . F . 6 0 E/ S E U U O 0 s.f. G H E A R E O. 6 7.0 A N L 4 - W 0 3 8 . 5 E 7,2 T N O N 1 g. # N C C A A A M C R P p. Bld E S T 0 S 8 . 5 FIC B LIA Pro A F WIL O 0 6' 4.4 4 2 0 3 2') 6') 5 4.3 g. 6 5 4.4 1 4 0 0 P 1'E 2 4 0 9"E 2 1 3 1 5 0 ol. 8 o. 2 0°2 4'2 6 c. N er V (S 2°4 6 er D (S p o p 5"E 1'0 2°4 6 S F . F . 6 8 e F . F . 6 0 . 5 9 F . F . 6 N09°58'38"E per Doc. No. 2020115774 (N09°58'38"E 186.60') per Vol. 8530 Pg. 630 (N12°09'14"E 187.48') E U G A E L N O N N A C M A I L L I W 6 . O N T C A R T S B A U E F I R E L A N E H C I R E N Y A W Y R E F F E J 0 3 6 e g a P 0 3 5 8 e m u 0 6 0 6 6 1 7 0 0 2 U E d e e D ) e r c A y t n a r r 6 7 9 a W . o N t . l 0 ( a i c e p S n e m u c o D E N A L E R I F l o V n i d e b i r c s e d E N A L E FIR f o c A ) s e r i t r n o o p FIR E L A N E e m a y r r l 6 5 2 7 . 7 ( o f d n a g n i d e e D y t n a b m u U E P l r r a W F I R E L A N E . c n I , g n i t a e H U E 5 7 9 e g a P 5 5 8 8 e m u l o V h c i R y e k c i M E N A L E FIR 0 6 0 6 6 1 7 0 0 FIR E L A N E ) e r c N Y A U H E E RIC 6 A 7 0.9 ( Y W o. 2 E nt N N A L e E m FIR u c o D R U E E F F E J FIR E L A N E 0 0 . 5 2 FIR unfenced E L A N E E N A L E FIR 186.60' (186.81') E U 6 9 3 E N A L E FIR E U F . F . 6 0 8 . 5 8 / E S U O H E R A W 3 1 # . g d l B . p o r P . f . s 0 0 . 9 8 9 , 6 E C A P S E C I F F O F.F. 688.50 F.F. 6 9 0.5 0 F.F. 6 9 0.5 0 8 4 4 2 e EX. ELEC VAULT MANHOLE 7 4 4 2 d a c p / a PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 0 0 . 0 5 N DIVISIO 5 5 1 0 0 1 1 0 T 1 O L K A C O L B B U E S G A R O T E S SID H T U O S o. 2 nt N e m u c o D . d n u o ' 5 7 . 1 9 6 f d o r n o r i = n o i f t o p o T a v e l E K R A M H C N E B 2 5 4 2 LANDUSE: COMMERCIAL ZONING: MF-4-CO TREE LIST: DATE OF SURVEY: FEBRUARY 23, 2021 Legend: M = Multi-trunk trees H = Heritage trees removed = Removed trees TREE ID# A C 383 384 385 386 387 388 389 390 391 392 393 394 395 396 SIZE 36" 22" 15" 13" 15" 15" 16" 10" 9" 11" 12" 10" 11" 8" 8" 16" SPECIES LIVE OAK (H) CEDAR ELM CHINABERRY HACKBERRY HACKBERRY HACKBERRY HACKBERRY CHINABERRY (removed) HACKBERRY HACKBERRY HACKBERRY HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) HACKBERRY (removed) LANDUSE: COMMERCIAL ZONING: LI-CO ' 3 0 . 0 5 ) ' 8 1 . 0 5 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ) ' 9 4 . 9 4 W 6 5 ° 2 7 N ( ' ' 0 3 6 . g P 0 3 5 8 . l o V r e p W " 1 5'5 1 ° 4 7 N per Vol. 63 Pg. 14 (S12°18'W 800.49') S09°58'54"W currently undeveloped Volume 63 Page 14 and as shown on plat Volume 4499 Page 919 50' Public Road per C X per Doc. No. 2020115774 (S09°58'38"W 794.19') 5 4 4 2 X X 4 4 4 2 B X X D PROPOSED OPEN SPACE 8,689 SQ FT (SEATING & PICNIC AREA) ' 4 . 6 5 6 4 4 2 d a c p / a C L Prop. Bldg. #6 O, L 4 7 d WAREHOUSE/OFFICE 7 e D 5 e 1 ) nty D E S SPACE 1 N S E 0 A D E R 2 L R E C 1 Sty. 18' Height 0 B C Y o. 2 4 A H A E 4 A V al W R 6.7 nt N 6.7 U S e m u c o D P L A 0 R r e n e G a r r a 3 1 ( 3 3 4 2 E X W L 1 C V S W " 1 E X W L 1 E X W L 1 E X W W L 4 E X W W L 4 E X W W L 4 E X W W L 4 6 L W X E EX WL3 EX WL10 1 5 . 8 3 F I R E L A N E 0 0 . 5 2 R FIRELANE NO PARKING - EX. FIRELANE ex. curb FIRELANE FIRELANE NO PARKING - EX. FIRELANE E N A E L FI R ex curb ex. concrete ex curb FIRELANE EX WL1 EX W W L4 EX WL1 ex concrete ete r c n o x. c e 0 5 4 2 ex, concrete wall PROP . FIRE LANE SIGN SEE DET ex. curb 906S-1 SHT 17 ex concrete ex curb ete r c FIRELANE n o x. c e EXISTING FIRE LANE FIRELANE FIRELANE NO PARKING - EX. FIRELANE FIRELANE 4 9 . 0 5 15' Private Utility Esmnt' NO PARKING - EX. FIRELANE ex curb FIRELANE 2 3 4 2 1 3 4 2 g lot kin r a alt p h p s x. a e b r u c x e 8 9 . 1 3 0 3 4 2 FIRELANE ex curb EXISTING FIRE LANE FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE ex curb 0 0 g. 2 4 P 2 6 ol. 8 er V 5' P.U.E. p FIR E L A N E 149.8' FIR E L A N E E N A L E FIR E N A L E FIR 0 0 . 0 3 R E N A L E R I F FIR E L A N E F I R E L A N E F I R E L A N E 4 5 4 2 3 5 4 2 5 5 4 2 0 0 . 3 R 690 ST12 685 I E N A L E R F . X E - G N K R A P O N I I F R ST12 E L A N E b r u c . x e I F R E L A N E x.inlet e e t e r c n o c . x e 8 2 4 2 PROPOSED OPEN SPACE 8,503 SQ FT (SEATING & PICNIC AREA) 6 2 4 5 2 2 4 2 7 2 4 2 0 2 4 2 1 2 4 2 e t e r c n o c x e ex curb ex inlet 9 1 4 2 25' COMPATABILITY SETBACK 5' P.U.E. per Vol. 8624 Pg. 200 X X N06°00'34"E 206.31' (N08°18'00"E 206.39') 2 4 2 9 2 2 4 2 3 2 4 2 X 4 2 4 2 W o o d 6 ' E x . P r i v a c y F e n c e ex curb FIRELANE VAN EX W L3 EX W L3 EX W L10 EX WL1 EX W W L6 EX WL1 EX W W L4 FIRELANE g lot kin EX WL3 r a alt p EX WL10 h p s x a e 1" W SVC EX WL1 EX W W L4 EX WWL6 4 L W W X E 4 L W W X E 4 L W W X E C H E X W L 1 E X W L 1 E X W L 1 C V S W " 1 e t e r c n o c x e E N A L E R F I 4 L W X W E EX W L3 EX W L10 EX WL1 EX W W L6 EX W L3 EX WL1 EX W W L6 EX WL3 EX W L3 EX WL1 EX W W L6 EX W L3 EX W L10 EX WL1 EX W W L6 FIRELANE FIRELANE b r u c x e 4 3 4 2 b r u c x e ex loading dock ' 2 . 6 2 8 T 1 O L K A C O L B 7 T 1 O L 6 T 1 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO 5 T 1 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D 0 0 . 0 5 4 T 1 O L W o o d 6 ' E x . P r i v a c y F e n c e 3 T 1 O L 2 T 1 O L 2 4 4 2 4' Sdwk. ex curb e t e r c n o c x e . k w d S ' 4 ' 0 . 5 2 OHU X 1 T 1 O L EX WL1 EX WWL4 EX WL1 EX WWL4 EX WL1 EX WL1 1" W SVC EX WL1 EX WWL4 EX WWL4 EX WWL4 EX WL1 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 ex concrete ex concrete wall 4,123 s.f. FF=696.10 FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE NO PARKING - EX. FIRELANE e t e r c n o c x e b r u c x e L I - C O C H b r u c x e e t e r c n o c x e Undeveloped 50' Road Volume 4499 Page 919 LANDUSE: COMMERCIAL ZONING: LI-CO 0 0 . 0 5 X A ' 2 . 2 1 g din x lo a e k c o d X 3 4 4 2 794.19' (794.37') X (S12°19'10"W) S09°58'38"W X 980.79' g din x lo a e k c o d X ' 5 . 0 1 OHU X ex curb OHU X OHU OHU X OHU ' 2 . 0 1 O H U X OHU OHU X OHU 0 0 . 0 5 LANDUSE: COMMERCIAL ZONING: LI-CO OHU ' 1 . 0 1 X OHU X EX WL6 EX WL6 EX WL6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 8') 1.1 3'W 5 1"W 7'5 8' 0.9 U 1 ° H 5 7 O 6 N 2 ° 5 6 N ( G NIN GIN F E O C A L P E B U H O LANDUSE: COMMERCIAL ZONING: CS-CO EX WWL4 EX WWL4 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE ex curb FIRELANE EX WL3 NO PARKING - EX. FIRELANE EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 E X v W EX WL3 L 6 W ex concrete " 1 E X W L 1 ex curb FIRELANE E X W W L 6 E X W W L 6 EX WL10 EX WL10 EXISTING FIRE LANE EX WL10 FIRELANE FIRELANE FIRELANE ex curb FIRELANE FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE FIRELANE NO PARKING - EX. FIRELANE x inlet e ex curb FIRELANE 6 1 4 2 FIRELANE FIRELANE EX WL3 EX WL3 g lot 10" Fire Line (Private) kin r a alt p EX WL10 EX WWL6 EX WWL6 h p s x a e NO PARKING - EX. FIRELANE FIRELANE E X C W V FIRELANE S L 1 W E X ex concrete W W L 6 ex curb " 1 EX WL10 E X W W L 6 1 L W EX WWL6 X E EX WL10 8 2 . 5 EX WWL6 4 1 L W X ex curb E 6 L W W X E FIRELANE 4 2 6 3 EX WL3 v EX WL3 EX WL3 v EX WL3 EX WL3 EX WL1 EX WL10 EX WL10 EX WL10 EX WL10 7 EX WL3 2 . 1 6 25' Utility Esmnt' 6 L W X E 6 L W X E 1 L W X E 1 L W X E FIRELANE 6 L W W X E C V S W " 1 ex curb FIRELANE d a c p / a FIRELANE 5 3 4 2 C H C H C H e t e r c n o c x e alt h p s x a e b ete sla r c n o x c e ete r c n o x c e l l a w e t e r c n o c x e x inlet e ete r c n o x c e g din x lo a e k c o d b r u c x e l l a w e t e r c n o c x e n ntio ete d d n o p l l a w e t e r c n o c x e 1 8 6 685 g din x lo a e k c o d ete r c n o x c e EX WL3 g lot kin r EX WL10 a alt p h p EX WWL6 s x a e ete r c n o x c e caged rock OHU X OHU X 9 4 r e 5' P.U.E. p g. 9 7 P ol. 6 9 9 V d a c p / a OHU X ' 0 . 0 1 C H C H b r u c x e e t e r c n o c x e v b r u c x e 6 B i c y c l e S p a c e s 7 3 4 2 ex concrete E X W L 1 W " 1 E X W L 1 E X W W L 6 E X W EX WL3 W L 6 EX WL10 W ex concrete " 1 E X W FIRELANE W NO PARKING - EX. FIRELANE L 6 ex curb FIRELANE 3" Domestic E X W W L 6 EX WL3 10" Fire Line (Private) EX WL10 x inlet e ete r c n o x c e all w c. n o x c e 8 8 6 FIRELANE s e x o ailb x m e 6 B i c y c l e S p a c e s 7 EX WL10 6 . 4 4 EX WWL6 e t e r c n o c x e L I - C O ex curb ex curb ex concrete 9 4 r e 9 g. .E. p P 7 9 9 6 U . P 5' ol. V U H O 70.62' S25°50'04"W X W W 6 L 1 6 2 7 7 E OHU E X W L 8 E X W L 8 e t e r c n o c x e b r u c x e x inlet e 8 3 4 2 O H U w EX WL8 O H U EX WL8 b r u c x e 5 4 0 8 0 1 1 0 0 r e nt p e m e s a r E ate W o. 2 c. N o D 9 3 4 2 EX WL3 v 64.3' EX WL3 EX WL10 EX WL3 EX WL3 PROP . FIRE LANE g lot EX WL10 SIGN SEE DET kin 906S-1 SHT 16 r a EX WWL6 EX WWL6 alt p h p s x a e b r u x c e k c o x r e n sig O H U ete r c EX WWL6 n O o H x c U e E 3 8 8 2 2 0' 1.3 8 H RIM 6 X W _ID: 1 W L 6 X. M E W W W E X W W L 6 g vin a EX WWL6 e of p g d e E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 E X W L 8 O H U 1') 4.8 6 W 2 " 8 1'3 2 ° 5 6 N ( 6' 4.7 6 2 W O " H 3 9'5 U 3 ° 7 6 N O H U nt e m e v a e of p g d e ) C V P _ID: 1 X. 8" ( E E E E E E E E E L 8 L 8 L 8 L 8 L 8 X W X W X W W W W W W W X W W L 6 X W W L 6 X W W L 6 EX WL8 CI) " ( X W X. 8 8 E 4 9,7 2 X W _ID: 9 t n e m e v a P 0' 3 - r e t t u G d n a b r u C o N X W X W X W L 8 L 8 L 8 E E E E X W W L 6 E X W L 8 4 0 n nt Statio g. 2 e m 1 P uip q r E ol. 8 nt fo r V e m e p e s a E 3 3 5 1 4 2 LANDUSE: SINGLE FAMILY ZONING: GR-MU LOC TFD TF SF ADA OHU X OHU X OHU OHU X OHU X OHU OHU X OHU X OHU X OHU OHU X OHU X 764.27' N05°49'25"E (N08°08'16"E 763.99') OHU W o o d 6 ' E x . P r i v a c y F e n c e OHU X X OHU SF d SF a c p / a 8 1 4 2 SF x inlet e 685 683 OHU X OHU X OHU OHU X OHU X ' 1 . 5 2 T 8 O L EXISTING 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 0 T 1 O L T 9 O L T 7 O L T 6 O L T 5 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO T 4 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D c. n o x c e g x utility uildin et bin a EX WWL6 c e b ' 3 . 6 1 X OHU 40.8' EX WWL6 X OHU EX WL1 EX WL1 EX WL1 ww O H U EX WL6 EX WL6 EX WL6 WWW_ID: 1181083 EX WL6 E X W W L 6 E X W L 8 EX WL6 EX WL6 O H U EX WWL6 EX WWL6 E X W W L 6 9 9 3 9 2 E ) C V P X W _ID: 2 W L 6 X. 8" ( W W W E E E L 8 X W CI) X. 8" ( 5 E X W 5 4,9 4 _ID: 5 L 8 E X W W L 6 E X W W W W L 8 7 1 4 2 e n a p o r x p e 5' P.U.E. per Vol. 7604 Pg. 851 25' COMPATABILITY SETBACK k n ta d a c p / a OHU X OHU W o o d 6 ' E x . P r i v a c y F e n c e ete a d n u o r e y wir 0 0 u g . 0 5 r c n o x c e T 3 O L T 2 O L EXISTING 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE T 1 O L X W FOLLOWINGS USES OF THE PROPERTY ARE PROHIBITED: L 8 E X W L 8 E X W L 8 E E X W L 8 E X W L 8 E X W L 8 E X W L 8 · · · · · · VEHICLE STORAGE PAWN SHOP SERVICES SERVICE STATION ADULT ORIENTED BUSINESSES AUTOMOTIVE SALES SCRAP AND SALVAGE “EXISTING SIDEWALKS TO REMAIN HAVE BEEN VERIFIED TO COMPLY WITH THE APPLICABLE VERSION OF THE TEXAS ACCESSIBILITY STANDARDS, FEDERAL ADA REQUIREMENTS, AND CITY OF AUSTIN STANDARDS.” NOTE: ALL EXISTING DEVELOPMENT SHOWN WAS COMPLETE AND ACCEPTED UNDER SP-99-2213C, SP-04-0180C AND SP-09-0133 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 5.81 5 5 1 0 0 1 1 0 4 7 7 5 1 1 0 2 0 o o p o. 2 o. 2 c. N c. N er D er D p 8') 0' 7.9 7.8 4 4 0"E 3 3 3"E 8'0 3'2 0°4 3°0 6 (S 6 S 9 5 4 2 Prop. Bldg. #12 WAREHOUSE/ OFFICE SPACE 5,255.00 s.f. F.F. 692.00 1 5 4 2 8 5 4 2 7 5 4 2 6 5 4 2 S T1 2 5 8 6 0 8 6 7 7 6 680 n 678 e ntatio dim x. s e e k c o r d e g a c . x e all ete w r c n o x. c e n atio x. Filtr e n ntio ete x. d e d n o p 0 0 . 0 5 0 6 4 2 5 8 6 7 7 6 9 6 7 8 6 0 BEGIN PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE X X N05°30'27"E 57.74' (N07°49'20"E 57.76') X ipf W o o d 6 ' E x . i v a c y F e n c e P r X X 0 0 . 0 5 LANDUSE: COMMON AREA ZONING: SF-4A-CO 6 3 T O L EXISTING 6' PRIVACY 9 WOOD FENCE ALONG T 1 O PROPERTY LINE L P O N D THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. TO BE AGREES CITY APPROVAL STAMP OVERALL SITE PLAN 6 of 31 SP-2022-0364C 6 8 3 6 8 0 SOUTHSIDE STORAGE SUBDIVISION Document No. 201100155 LOT 1 BLOCK A LANDUSE: COMMERCIAL ZONING: MF-4-CO 8 6 2 6 8 1 e 679 679 680 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. 6 8 0 6 E 7 X 8 L W 2 6 8 0 E X W 2 L e ta l f e 6 7 9 e t m e h s e c n E X W L 2 (S60°21'E 244.32') per Vol. 8530 Pg. 630 (S62°44'29"E 244.46') per Doc. No. 201100155 S62°41'05"E 244.46' e d o f n c n f e e OVERHEAD ELECTRIC TO BE RELOCATED 8 0 3 ' ) 4 7 ) ' 7 0 5 6 1 . 6 1 8 1 0 2 0 E 4 . 6 . 7 g 8 P 1 2 0 E " . E 3 8 o " 5 4 8 ' 1 ' 9 . l o 3 N 8 . 5 c ° o 0 ° 2 V 9 D 0 r r 1 e N e p ( p N ( " 8 3 ' 8 5 ° 9 0 N WILLIAM CANNON LEAGUE ABSTRACT NO. 6 E U E G A O . 6 N L T N O C N A L I A W I L N R A T S M C B A 6 9 2 1 9 6 8 8 6 6 8 6 7 9 9 6 8 JEFFERY WAYNE RICH (0.976 Acre) Document No. 2007166060 0 c . g , I n a ti n e 6 8 4 6 8 6 f o r m y R i c e k M i c e rly a p 5 2 ( 7 . 7 h P l u 6 8 5 n o f o rti o s ) c r e 6 A n g a b i n m n ty D W a rr a 5 8 e 8 m o l u V d H e e 5 P d a 5 7 e 9 g H R A 7 N E R I C Y Y W c r e ) 6 A n ty D ( 0 . 9 c ia l W a rr a 0 0 o . 2 n t N e 8 e o l u d i n V m m u 7 e e F E J E p F S c o c ri b D s e d 6 8 3 0 3 e 6 g d 6 e 6 e 1 3 5 0 a 6 0 0 P 682 6 8 5 6 8 0 6 7 7 0 6 4 2 E X S S L 1 8 EX S SL18 6 8 6 ex. Filtration r o c k c a g e d e x . ex. detention ex. concrete wall ex. sedimentation 8 7 6 0 8 6 5 8 6 e t e r c n o c . x e 8 6 ex.inlet 6 4 2 X S S L E 4 2 X S S L E b r u c . x e 6 8 8 4 2 X S S L E 6 8 8 4 2 X S S L E 4 2 X S S L E 684 d . 5' n u 1 . 7 R K d f o n r o 9 n = 6 B N o E T A M H C p o f ir o a ti o v E l e 2 9 6 3 9 6 6 9 4 4 9 6 2 5 4 2 694 6 9 4 6 8 2 683 684 (S60°48'00"E 347.88') S63°03'23"E 347.90' per Doc. No. 201100155 per Doc. No. 2020115774 1 8 . 5 9 5 4 2 8 5 4 2 7 5 4 2 1 9 6 1 9 6 1 9 6 1 9 6 1 9 6 1 5 4 2 2 9 6 0 9 6 0 9 6 0 9 6 0 9 6 3 9 6 6 9 3 EXISTING CONCRETE TO BE REMOVED USE OF ONLY HAND-TOOLS, REFER TO SPECIAL CONSTRUCTION TECHNIQUES ECM 3.5.4(D). SHT 2. 694 OVERHEAD ELECTRIC TO BE RELOCATED 694 BEGIN REMOVAL OF EXISTING FENCE TREE PROTECTION SEE DETS 610S-1,610S-2 SHT 17 1 9 6 2 9 6 SF SF SF 2 9 6 SF T F TF 0 9 6 1 9 6 F T SF F T 1 9 6 F S 3 5 4 2 6 9 0 0 9 6 4 5 4 2 F T L O G M . 1 9 6 F T L O G M . TF T F 0 9 6 T F 6 9 1 T F T F D T F D TF 6 5 4 2 0 9 6 6 9 0 5 5 4 2 0 9 6 691 L A N E X . E - F I R E 691 N O P A R K I N G 6 9 0 4 2 X S S L E 4 2 X S S L E 4 2 X S S L E 691 E X ex. asphalt parking lot S S 1 8 L 6 9 0 E N A L E E X S S L 1 8 E X S S L 1 8 R I F . X E - G r b u c x e 2 3 4 2 1 3 4 2 691 1 5 ' P r i v a t e U t i l i t y E s m n t ' OVERHEAD ELECTRIC TO BE RELOCATED 4 9 6 4 9 6 e 4 9 6 M . L O G M . L O G F T M . L O G M.LOG TF M .L T F O G T F T F TF 0 5 4 2 e x F , T c o n c r e t F e T e x . c u r b w a l l F T TF 691 N O P A 691 R K I N G 691 PROP. DRIVEWAY IMPROVEMENTS. GC SHALL COORDINATE WITH EXIST. OWNER ex. concrete EXISTING ELECTRIC VAULT MANHOLE TO BE RELOCATED EX. ELEC VAULT MANHOLE u n f e n c e d 1 ( 8 1 6 8 . 6 6 . 0 8 ' 1 ' ) 6 9 3 N O P A R K I N G - E X . F I R E L A N E e x c u r b e x c u r b 8 2 4 2 7 2 5 2 4 2 4 2 6 2 4 2 0 3 4 2 689 5' P.U.E. per Vol. 8624 Pg. 200 6 8 8 1 8 L 2 4 2 4 X 2 2 4 2 3 2 4 2 1 2 4 2 0 2 4 2 X P E r i v x . a 6 ' W c y F o e o n d c e U H O X LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO 6 8 7 8 1 L S X S E 687 e x c u r b 6 8 X S 7 E S 8 1 L 688 6 8 6 8 1 L S X S E 8 1 L S X S E 8 1 L S X S E 8 1 L S X S E 6 8 6 8 1 L S X S E 687 e x c u r b e x i n l e t e t e r c n o x c e e x . c o n c r e t e 9 1 4 2 2 5 ' C 5 ' P . O U . E M . P p A e T r V A o l . B I L 8 I 6 T U H O X U H O 2 Y 4 S P E g . T 2 B 0 A 0 C K U H O X U H O X U H O U H O X U H O X U H O U H X O U H O LOT 15 PARKRIDGE GARDENS Document No. 200600394 e x e c x o c n u c r r b e t e 0 9 6 0 9 6 ex. concrete 0 9 6 E X - L 1 8 S S E 2X4X6 OR GREATER SIZE LUMBER SHALL BE STRAPPED VERTICALLY TO THE TREE AND 8” OF HARDWOOD MULCH SHALL BE APPLIED WITHIN THE FULL CRZ.” PER STANDARD DETAIL 610S-4 SHT 17. 690 N R A I X . E E F L S S 8 1 X E L N I K R A P O N E X S S L 1 8 690 e x c u r b 690 690 E X S S L 1 8 E X S 689 S L 1 8 E X S S L 1 8 E X S S E X S S L 1 8 8 8 6 8 1 L S X S E 688 E 8 X 8 S 6 S L 1 5 E X S S L 1 5 9 8 6 9 8 6 9 8 6 689 2 9 6 1 9 6 1 9 6 2 9 6 3 3 4 2 E X S S L 1 5 N O P A R 689 K I N E X S S L 1 5 E X S S L 1 5 689 G e - x . E X c . u r F I b R 0 9 6 E E X S S L 1 5 L A N E 689 689 6 9 1 6 X W L E E X 0 9 6 S S L 1 5 0 9 6 E X S S E L X 1 5 W L 1 0 E X S S L 1 5 6 X W L E 6 9 1 E X WL 1 6 9 2 E X W L 3 E X W L E 1 0 X S S L 1 5 6 9 1 E X WWL4 E X S S L 1 5 E X W L 1 0 E X WWL4 E X W L 3 6 9 2 E X W L 3 EX W WL4 6 9 1 W X W L 6 ex asphalt parking lot W X E 3 X E E L S S L 1 5 6 9 2 E X W L 1 0 E X W L 3 E X W W L 6 EX WL1 E X S S L 1 5 EX WL10 EX W WL4 E X W EX WL1 6 9 2 EX WL1 W L 6 E X S S L 1 5 EX W WL6 R I F . X 0 9 6 E - G N I K R A 0 9 6 P O EX WL1 EX W WL4 EX W 0 9 6 N WL4 EX WL1 EX WL1 1" W SVC 4" WW SVC 6 9 1 EX W WL4 0 9 6 6 9 1 E X S S L 1 5 4 3 4 2 6 9 1 6 9 2 E X S S L 1 5 E X S S L 1 5 e x c u r b 689 E N A L E EX WL1 e x EX W c WL4 o n c r e t e EX WL1 EX WL1 EX W WL4 4 9 6 8 4 4 2 a/c pad 7 4 4 2 4 9 6 END REMOVAL OF EXISTING FENCE 4 9 6 5 9 6 5 9 6 6 4 4 2 E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E X W 1 E L 5 0 . 0 3 ' N 7 4 ° 1 5 ' 5 1 " W 5 0 . 1 8 ' ) ( N 7 2 ° 5 4 ' W 1 4 6 3 P g . . V o l 4 9 . 4 9 ' ) p e r ( N 7 2 ° 5 6 ' W 6 3 0 8 5 3 0 P g . . V o l p e r LANDUSE: COMMERCIAL ZONING: LI-CO X D X 4 9 6 694 X C X 4 7 ) ' 7 9 1 . 5 1 4 1 9 0 7 2 0 W " 8 2 . o 3 N ' 8 . 5 ° c o 9 D 0 r S e ( p d e p o l 9 t 4 1 a l 1 r 9 p e p e n g e v e e g o a d d a P n a P o w 3 n R 9 o 6 9 h e c i 4 s l 4 s b u u e a l m P m d o V ' u n 0 l a 5 o V u y l t n e r r u c ) ' 4 9 1 4 . . 0 g 0 P 8 3 6 W . l ' 8 o W " 4 5 ' 8 1 V ° r 2 e 1 p 5 ° S ( 9 0 S 6.74 ACRES SURVEYED 130 RALPH ABLANEDO, LLC (6.74 ACRES) General Warranty Deed Document No. 2020115774 4 L W W X E E X W L 1 1 " 4 " 4 X W E S W L V 1 C E X W L 1 W L W W X E W S V 4 L W C W X E 5 9 6 X 5 4 4 2 5 9 6 X a/c pad 5 9 6 E X WL 1 E X WL 1 C X WL V 1 E " W S E X WL 1 1 E X WL 1 E X WL 1 E X WWL4 E X WWL4 6 9 3 " W W S 4 EX WWL4 6 9 4 E X WWL4 C V EX WWL4 EX WWL4 e x c u r b 6 9 3 6 9 3 EX WL3 EX WL3 EX WL10 EX WL1 EX W WL6 EX WL1 EX W WL6 EX WL1 6 9 EX W 3 WL6 6 9 4 V A N 6 9 4 4 L W X W E 4 L W X W E 6 9 5 X E W W L 6 4 V 9 C 5 e t e E X W W L 4 5 9 6 4 " W W S r c n o x c e E X WL 1 E X W L 3 6 9 5 EX WL3 E X W L 3 EX WL3 EX WL10 E X W L 3 EX WL3 EX WL3 EX WL10 EX WL1 EX W WL6 6 9 3 EX WL3 EX WL3 6 9 4 EX WL10 4 L W X W E EX WL3 4 L W W X E EX WL3 EX WL1 EX W WL6 EX WL1 EX WL10 6 9 4 EX WL1 EX W WL6 4 L W W X E EX WL1 EX W WL6 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 E X W L 1 4 L W W X E 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 X W W L E 4 X W W L E E X W L 1 e x E X W L c 1 o E X WL 1 n E X WL 1 c r e t e 4 X W W L E 4 X W W L E E X WL 1 E X WL 1 HC E X WL 1 E X WL 1 " W S 1 V C e x c o n c r e t e w a l l N O P A R K I N G - E X . F I R E L A N E X 695 X 4 4 4 2 X LANDUSE: COMMERCIAL ZONING: LI-CO B X X A X ex loading dock 680 w 681 REMOVED AND RETURN 5 (#71283) FOR CREDIT 8" METER 679 E X W A L 2 ( g E X W L 2 E X W L 2 E X W L 2 a t e r e t e r E x. w m w 3 8 3 r a E X W L 2 v e E X W L 2 4 8 3 l r E X W L 2 o E X W L 2 a d E X W L 2 ) 5 8 3 E X W L 2 E X W L 2 6 8 1 2 8 6 6 8 0 N O R T H S C A L E : 1 " = ' 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I E X W L 2 S 1 ( S 1 6 ° 0 V 8 ° 1 ol. 8 2'2 0 E X W L 2 1'2 5 3 7 "E 0 P "E 1 g. 6 5 9.3 3 0 3') E X W L 2 1 5 9.3 LANDUSE: COMMERCIAL 3' ZONING: MF-4-CO E X L 2 W E X W L 2 W W W _ID E X W L 2 : 3 6 E X W L 2 2,4 5 4 E E X W L 2 X. 2.2 E X W L 2 5" ( CI) E X W L 2 E X W L 2 C g r a v el r o a d 6 8 3 7 8 3 8 8 3 0 9 3 9 8 3 1 9 3 E X W L 2 E X W L 2 liste in D o d a s " H U B A C P riv c. 2 ate 0 1 1 H L A 0 0 D riv 1 5 5 e" N E 4 9 3 5 9 3 3 9 3 2 9 3 N 7 5 ° 1 3 ' 5 3 " W 2 5 9 . 6 9 ' ( N 7 2 ° 5 4 ' W . V o l p e r ( N 7 2 ° 5 7 ' 1 5 " W V o l p e r . 2 5 9 . 9 0 ' ) 1 4 6 3 P g . 2 5 9 . 9 3 ' ) 6 3 0 8 5 3 0 P g . NOTES: · · · · A PRECONSTRUCTION MEETING WITH THE ENVIRONMENTAL INSPECTOR IS REQUIRED PRIOR TO ANY SITE DISTURBANCE. TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF DESTRUCTION ON SITE BEFORE DEMOLITION OCCURS. WHERE FENCING CANNOT BE PLACED TO PROTECT THE EXTENT OF THE CRZ WITH NATURAL GROUND COVER, PROVIDE AN 8” LAYER OF ORGANIC HARDWOOD MULCH OUTSIDE OF THE FENCING. STRAPPING 2X4 OR THICKER LUMBER (TO MATCH HEIGHT OF BUILDING) SECURELY AROUND TREE TRUNK, BUTTRESS ROOTS, AND ROOT FLARE, IS REQUIRED IF FENCING CANNOT GO AROUND THE ENTIRE HALF CRZ. IF PRUNING IS NECESSARY DURING DEMOLITION, IT SHOULD TAKE PLACE PRIOR TO THE START OF THE DEMOLITION PROCESS. IT MUST BE PERFORMED BY A QUALIFIED ARBORIST AND NO MORE THAN 25% IS PERMITTED. LOC TFD TF SF ADA THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. TO BE AGREES CITY APPROVAL STAMP DEMOLITION AND E & S CONTROL PLAN 7 of 31 SP-2022-0364C LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC FENCE POSTS WILL NOT BE INSTALLED WITHIN THE QUARTER CRZ REFER TO DETAIL 11 ON SHT 17. PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE REFER TO INSTALLATION NOTE FOR DETAILS & DETAIL 11 ON SHT. 17 (S60°48'00"E 347.88') S63°03'23"E 347.90' LOC LOC LOC per Doc. No. 201100155 per Doc. No. 2020115774 LOC LOC 1 8 . 5 SEE INSTALLATION NOTE PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE STEAM WALL 8 7 . 8 6 Prop. Bldg. #12 WAREHOUSE/ OFFICE SPACE 5,255.00 s.f. 4 5 . 0 0 STEAM WALL R N PROP. 6' PRIVACY WOOD FENCE d . ALONG PROPERTY LINE n K u d f o A M H n r o 5' REFER TO INSTALLATION NOTE FOR C 1 . 7 p o f ir o E 9 B n = 6 DETAILS o a ti o v E l e LOC LOC LOC T LOC 2 5 4 2 RETAINING WALL RETAINING WALL SOUTHSIDE STORAGE SUBDIVISION Document No. 201100155 LOT 1 BLOCK A LANDUSE: COMMERCIAL ZONING: MF-4-CO SEE INSTALLATION NOTE PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE (S60°21'E 244.32') per Vol. 8530 Pg. 630 (S62°44'29"E 244.46') per Doc. No. 201100155 S62°41'05"E LOC LOC 5 . 0 0 244.46' LOC e 1 5 1 . 9 0 PROP. PULLBOX UE LOC LOC LOC LOC LOC L O C L O C 0 6 4 2 L O C L O C L O C 6 8 5 6 8 0 6 7 7 ex. Filtration r o c k c a g e d e x . ex. detention ex. concrete wall 9 5 4 2 8 5 4 2 7 5 4 2 L O C L O C S T 1 2 S T 1 2 L O C S T 1 2 L O C 6 5 4 2 ex. sedimentation 8 7 6 0 8 6 L O C S T 1 2 5 8 6 L O C E X S S L 1 8 EX S SL18 e t e r c n o c . x e FIR b r L E u ANE c . x e FIRE L ANE 4 2 X S S L E 4 2 X S S L E ex.inlet F I R E L A N E 4 2 X S S L E 4 2 X S S L E EXISTING 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 6 5 . 0 0 F.F. 692.00 L O C L O C 2 0 . 4 0 1 7 . 5 0 6 6 . 7 9 1 5 4 2 2 0 . 0 0 RIBBON CURB RIBBON CURB RETAINING WALL FIRELANE R 3 . 0 0 PROPOSED E L OH DOOR FIR A N E PROP . FIRE LANE SIGN SEE DET 906S-1 SHT 17 FIRELANE 5 5 4 2 TREE WELL DET. 610S-6 SHT 18. 3 5 4 2 FIR E L A 4 N 5 4 E 2 FIRELANE 2 5 . 0 0 R 3 0 . 0 0 FIRELANE 6 FIRELANE 9 . 0 0 FIRELANE C&G FIRELANE R 3 . 0 0 PROP. F.H. 2 5 . 0 0 PROP. DRIVEWAY IMPROVEMENTS. FIRELANE GC SHALL COORDINATE WITH EXIT. OWNER FIRELANE E N A L E F I R C&G ' 8 . 9 4 1 8 ' 5 ' 8 ' FIRELANE FIRELANE FIRELANE 9 . 0 0 5' SWK 9 . 0 0 8 ' 9 . 0 0 FIRELANE 14 U E U E 8 ' 8 ' U E R 3 . 0 0 R 2 . 0 0 LOC LOC F I R E L A N E LOC PROP . FIRE LANE SIGN SEE DET 906S-1 SHT 17 O C e L x END C & G BEGIN RIBBON CURB 0 5 4 2 PROP. PAD TRANSFORMER ex. concrete 1 5 . 0 0 1 0 . 0 0 ) ' 8 0 3 3 1 . 5 0 4 . 6 . 7 g 8 P 4 7 ) ' 7 0 5 6 1 . 6 1 8 1 0 2 E 0 2 1 0 E " . E 3 8 o " 5 4 8 ' 3 N 8 . " 8 3 ' 8 1 ' 9 . l o 0 V ° 2 1 N ( 5 c o ° 9 2 0 . 0 0 0 N D r r e e 5 ° 9 0 N p ( p F.F. 690.50 F.F. 688.50 F.F. 688.50 F.F. 686.50 4 0 . 0 0 4 6 . 5 0 Prop. Bldg. #14 - WAREHOUSE/ OFFICE SPACE 7,237.00 s.f. WILLIAM CANNON LEAGUE ABSTRACT NO. 6 STEEL GRATE 3 0 . 0 0 3 0 . 0 0 3 0 . 0 0 FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE RIBBON CURB 1 7 . 5 0 C&G C&G 9 . 0 0 5 FIRELANE R 3 . 0 0 C&G c . n o f o rti o 2 e rly a p g , I n s ) FIRELANE FIRELANE c r e a ti n 6 A R 3 . 0 0 e d H 5 2 ( 7 . 7 n g a b i n m d e h P l u e n ty D UE 7 UE e 9 2 5 . 0 0 STEEL W a rr a g a 5 P 5 GRATE 8 e 8 m o l u 5 V FIRELANE R 3 . 0 0 f o r m y R i c UE M i c e k FIRELANE FIRELANE FIRELANE PROP. PULLBOX 1 ( 1 8 6 8 6 END RIBBON CURB U E BEGIN C & G 6 . . 0 8 ' FIRELANE U E 1 ' ) FIRELANE FIRELANE UE STEEL GRATE UE UE UE JEFFERY WAYNE RICH (0.976 Acre) R 3 . 0 0 Document No. 2007166060 FIRELANE FIRELANE C&G STEEL GRATE 9 ' 7 1 7 . 5 0 FIRELANE R 3 . 0 0 C&G 1 7 . 5 0 6 9 3 9 . 0 0 1 7 . 5 0 9 . 0 0 RIBBON CURB 5 C&G 0 . 0 0 1 6 9 . 0 6 C O L C O L C O L C O L C O L BEGIN C & G , c o L O n C c r e t e w L a O l C l e x . c u r b F I R E L A N E F N I R O E L A P N A E R K I N PROP. 10 SPACE BICYCLE PARKING L O C L O C LOC G F I R - E L E A N E X . F I R E L F I A R N L E E A N E F I R E L A N E e x e c x o c n u c r r b e t e L O C PROP. PULLBOX L O C EXISTING ELECTRIC VAULT MANHOLE TO BE RELOCATED L O C E U L O C L O C RETAINING WALL L O C 3 0 . 0 0 e F.F. 690.50 3 0 . 0 0 6 . 5 3 4 9 . 6 0 F.F. 690.50 5 6 . 1 3 8 4 4 2 F.F. 688.50 Prop. Bldg. #13 WAREHOUSE/ OFFICE SPACE 6,989.00 s.f. 4 . 5 6 L O C L O C L O C 5 0 . 0 3 ' L O C N 7 4 ° 1 5 ' 5 1 " W L O C 5 0 . 1 8 ' ) ( N 7 2 ° 5 4 ' W 1 4 RETAINING 6 3 P g . . V o l 4 9 . 4 9 ' ) p e r WALL ( N 7 2 ° 5 6 ' W 6 3 0 8 5 3 0 P g . . V o l p e r EX. 6' FENCE ALONG PROPERTY LINE 7 4 4 2 C O L X a/c pad L O C L O C L O C LOC LOC 5 6 . 4 ' L O C 3 6 . 5 4 F.F. 688.50 4 3 . 0 7 1 6 7 . 5 1 L O C L O C L O C L O C L O C 5 . 1 2 LANDUSE: COMMERCIAL ZONING: LI-CO S T 1 2 L O C 0 9 6 S T 1 2 L O C L E FIR ANE F I R E X . L A N E FIRE L S ANE N O P A R K I N G 2 1 T E - FIRE L ANE L O C L O C 4 2 E E 4 2 X S S L X S S L L O C ex. asphalt parking lot L O C S S 1 8 X E L L O C 4 2 X S S L E L O C 4 2 X S S L E E N A L E R I F . L O C E X S S L 1 8 E X S S L O C L 1 8 E N X A L E R I F E - G 2 3 4 2 1 5 ' P r i v a t e U t i l i t y E s m n t ' c x e r b u LANE FIRE 1 3 4 2 EX. PULLBOX E U EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. E U E U EX. 4' x4' AREA INLET T/ INLET 679.00 L 24" FL: 672.59 O C LOC E U E X W UE L 2 C O L e c n E X W 2 L e ta l f e E X W L 2 e t m e h s UE E U 20' DRAINAGE EASEMENT DOC NO: ____________ E X W L 2 UE 4 2 T S C O L C O L L O C e L O C d o f n e c n f e UE E U E U E U E X W L 2 E U E X W A L 2 ( g E X W L 2 E U E U LOC 4 2 T S a t e r e t e r E x. w m C O L E U r a E X W L 2 w 3 8 3 C O L v e E X W L 2 E U l r E X W L 2 o 4 8 3 C O L E U E X W L 4 2 T S E U E U 6 8 1.5 0 3' CONC. FLUME 4 2 T S C O L 6 8 1.5 0 4 2 T S C O L a d W 2 E X PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE REFER TO INSTALLATION NOTE FOR DETAILS E X E U L L 2 2 W ) E U N O R T H S C A L E : 1 " = ' 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I E U 2 E U FIRELANE FIRELANE 2 4 . 0 0 DUMPSTER ENCLOSURE I F R E L A N E I F R E L A N E PROP. PULLBOX R 3 . 0 0 2 U E E N A L E R F I U E E N A L E R F I R 3 . 0 0 U E PROP. PAD TRANSFORMER UE R 3 . 0 0 E N A L E R I F PROP. PULLBOX FIRELANE END C & G BEGIN RIBBON CURB U E FIR E L A N E d 6 e 6 e 1 3 5 0 a 6 0 0 P UE e 6 g 0 3 UE U E PROP . FIRE LANE SIGN SEE DET 906S-1 SHT 17 E U F I R E L A N E PROP. PAD TRANSFORMER FIRELANE FI R E L A N E U E F I R E L A N E U E 4 U E 1 7 . 5 0 F I R E L A N E 1 7 . 5 0 E N A L E R I F 9 . 0 0 E N A L E R I F 9 4' OPENING N A E L E R I F END RIBBON CURB BEGIN C & G 2 5 . 0 0 E N A L E R I F 1 7 . 5 0 F I R E L A N E F I R E L A N E R 3 . 0 0 3 9 3 L O C R 3 . 0 0 L O C 6 . 5 0 N A N O E U E G A O . 6 N L T N W I L M C B A L I A R T S RIBBON CURB C A 7 H 9 . 0 0 2 E R I C FIRELANE N Y A Y W c r e ) 6 A n ty D ( 0 . 9 c ia l W a rr a 0 UE 0 o . 2 n t N e 8 e o l u d i n V m 7 F I R E L A N E R E FIRELANE F F E J R 2 6 . 0 0 e UE p S UE LOADING ZONE m c o PVMT MARKINGS e c ri b RIBBON CURB R 3 . 0 0 F I R E L AN E s e u d D 4 5 . 0 ' L O A D I N G S P A C E 4 7 . 5 0 F.F. 686.50 5 9 3 4 9 3 4 . 7 3 L O C L O C PROP. PULLBOX L O C L O C L O C L O C N 7 5 ° 1 3 ' 5 3 " W L O C 2 5 9 . 6 9 ' ( N 7 2 ° 5 4 ' W . V o l p e r ( N 7 2 ° 5 7 ' 1 5 " W V o l p e r . 2 5 9 . 9 0 ' ) 1 4 6 3 P g . 2 5 9 . 9 3 ' ) 6 3 0 8 5 3 0 P g . 5 8 3 C O L 4 2 T S 6 T S 4 2 T S 6 8 1 6 8 0 6 7 9 S T 6 Filtration Pond S T 6 ST6 6 7 8 ST6 S T 6 6 7 ST6 7.5 0 6 8 1.5 0 6 8 0 Sedimentation Pond 6 7 8 Detention Pond E U W 2 L E X PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE ol. 8 S 1 E 8 U ° 1 ( S 1 V E X L 2 W 6 ° 0 2'2 0 SEE INSTALLATION NOTE 0 P 7 "E 3 E X L 2 W 1'2 5 E U E U E U "E 1 g. 6 5 9.3 3 0 3') E U E X W L 2 1 5 9.3 LANDUSE: COMMERCIAL 3' ZONING: MF-4-CO E X E U L 2 W E X W L 2 W W E U E U W _ID E E X W U L 2 : 3 6 E X W L 2 2,4 SEE INSTALLATION NOTE E U E X W L 2 5 END PROP. 6' PRIVACY WOOD FENCE ALONG 4 E X. 2.2 PROPERTY LINE E X E U L 2 W 5" ( CI) E X W L 2 E U E X W L 2 C C O L 20' DRAINAGE EASEMENT DOC NO: 202400876 E X E W L 2 U E X W L 2 L O C L O C 6 8 C O L 3 7 8 3 C O L 4 2 T S C O L C O L 4 2 T S 8 8 3 L O C 4 2 T S L O C C O L C O L 4 2 T S C O L 4 2 T S ST18 6 8 1 6 8 1.5 0 ST18 1 8 6 L O C 1 9 3 0 9 3 9 8 3 L O C 6 8 1 L O C L O C 2 9 3 L O C L O C L O C EX.6' FENCE ALONG PROPERTY LINE PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE REFER TO INSTALLATION NOTE FOR DETAILS liste in D o d a s " H U B A C P riv c. 2 ate 0 1 1 H L A 0 0 D riv 1 5 5 e" N E SCREENING OF EQUIPMENT AND UTILITIES NOTE: · SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. ADDITIONAL MEASURES TO IMPROVE CONNECTIVITY: · · INTERNAL UTILITY LINES SHOULD BE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES, RATHER THAN UNDER PARKING AREAS. PROVIDE SECURE INDOOR BICYCLE STORAGE IN BUILDING OR PARKING STRUCTURE. F I R E L A N E N F I O R E P L A A N E R FIRELANE F I R E L A N e F x I R E c L u A N r E b F - E K I N G I R E E L X A . N E F I R E L A F I N R E E L A N E 8 2 4 2 F I R E L A N E 0 3 4 2 F I R E L A N E e F x I R E c L A u r N E b e x c u r b e x i n l e t 9 1 4 2 8 1 L S X S E 8 1 L S X S E 8 1 L S X S E PROPOSED OPEN SPACE 8,503 SQ FT (SEATING & PICNIC AREA) 7 2 5 2 4 2 4 2 6 2 4 2 1 2 4 2 0 2 4 2 2 4 2 4 X 2 2 4 2 3 2 4 2 X P E r i v x . a 6 ' W c y F E X S S L 1 8 N I K L O C R A P O N L O C E X S S L 1 8 E N A L E R I F e x c L u O C b r E N A L E R I F L O C L O C FIRELANE L O C L O C L O C E X S S L 1 8 E X S S L 1 8 E X S S L 1 8 C O L C O L C O L C O L E X S S L 1 8 E X S S C O L E X S C S O L 1 8 L 8 1 L S X S E FIRELANE 5' P.U.E. per Vol. 8624 Pg. 200 8 1 L FIR E L A N E 8 1 L S X S E 8 1 L S X S E FIR E L A N E 8 1 L S X S E 8 1 L S X S E L O C L O C e x c u r b F I R E L A N E L O C e x . c o n c r e t e L O C F I R E L A N E L O C L O C F I R E L A N E C O L E X S S L 1 5 C O L E X S S L 1 5 LOC FIRELANE LOC FIR E L A N E E X S S L 1 5 N O P A R K I N E X S S L 1 5 E X S S L 1 5 G e F - I x R . E E L X c A . N u E r F I b R E L A F N I R E E L A N E E X S S L 1 5 E X S S L 1 5 F I R E L A N E F I R E L A N E FIRE LOC LANE LOC 3 3 4 2 LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO o e o n d c e U H O X 2 5 ' C 5 ' P . U O EXISTING 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE M A P p . . E U H O e t e r c n o x c e NOTES: X U H O e T r V A o l . B I L 8 I 6 T 2 Y 4 S P E g T F I R ex. concrete A E L N E LOC LOC LOC LOC LOC 1 8 . 9 9 L O C L O C E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 LOC 4 L W W X E 6 4 4 2 E X C W L O 1 L 4 L W W X E E X W L 1 4 L C O L W W X E E X W L 1 4 L W W X E E C X O W L L 1 0 0 . 5 3 D X X C X 4 7 ) ' 7 9 1 . 5 1 4 1 9 0 7 2 0 W " 8 2 . o 3 N ' 8 . 5 ° c o 9 D 0 r S e ( p X 5 4 4 2 X d e p o l 9 t 4 1 a l 1 r 9 p e p e n g e v e e g o a d d a P n a P o w 3 n R 9 o 6 9 h e c i 4 s l 4 s b u u e a l m P m d o V ' u n 0 l a 5 o V u y l t n e r r u c ) ' 4 9 1 4 . . 0 g 0 P 8 3 6 W . l ' 8 o W " 4 5 ' 8 1 V ° r 2 e 1 p 5 ° S ( 9 0 S 130 RALPH ABLANEDO, LLC (6.74 ACRES) General Warranty Deed Document No. 2020115774 0 0 . 1 0 1 4 L W W X E L E X W 1 C O L 4 L W W X E E X W 1 L PROPOSED OPEN SPACE 8,689 SQ FT (SEATING & PICNIC AREA) a/c pad C O E X L W L 1 4 L W W X E E X W C L O 1 L 4 L W W X E 4 L W W X E E X W L 1 C O L E X W L 1 4 L W W X E EXISTING 6' FENCE ALONG PROPERTY LINE X X 4 4 4 2 COMPATIBILITY STANDARDS NOTES: a) b) c) d) ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTY. [SECTION 25-2-1067]. ALL DUMPSTERS AND ANY PERMANENTLY PLACED REFUSE RECEPTACLES WILL BE LOCATED AT A MINIMUM OF TWENTY (20) FEET FROM A PROPERTY USED OR ZONED AS SF-5 OR MORE RESTRICTIVE. [SECTION 25-2-1067). THE USE OF HIGHLY REFLECTIVE SURFACES, SUCH AS REFLECTIVE GLASS AND REFLECTIVE METAL ROOFS, WHOSE PITCH IS MORE THAN A RUN OF SEVEN (7) TO A RISE OF TWELVE (12), WILL BE PROHIBITED. [SECTION 25-2-1067]. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. [SECTION 25-2-1067]. · · · · . U O H 2 0 B ANY RELOCATION OF ELECTRIC FACILITIES SHALL BE AT LANDOWNER'S / DEVELOPER'S EXPENSE. VEGETATIVE SCREENING, BERMS, FENCES, OR YARDS SHALL BE PROVIDED TO SCREEN ADJACENT SF-5 OR MORE RESTRICTIVE RESIDENTIAL DISTRICTS FROM VIEWS OF OFF-STREET PARKING AREAS, MECHANICAL EQUIPMENT, STORAGE AREAS, AND FOR REFUSE COLLECTION [SECTION 25-2-1066]. OVERHEAD CLEARANCE (MINIMUM 14') WILL BE PROVIDED FOR ALL DRIVEWAYS AND INTERNAL CIRCULATION AREAS. C A K b u r c 0 e H O U X x SITE PLAN RELEASE NOTES: X U H O FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A ROW EXCAVATION PERMIT IS REQUIRED. EXTERIOR LIGHTING: U H O X · LOT 15 ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5 AND WILL BE REVIEWED DURING BUILDING PLAN REVIEW. ANY CHANGE OR SUBSTITUTION OF LAMP/LIGHT FIXTURES SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL IN ACCORDANCE WITH SECTION 2.5.2.E. H O U F I R E L A N E L O C E N A L E L O F I R R C E I L F A N . E X E - G L O C F N I I R E K L R A N A 6 X W L E 6 X W L E L A N E E X WL 1 FIR E E X WL 1 L O C E X WL 1 LOC E X S S E L X 1 5 W L 1 0 E X S S L 1 5 E X WWL4 E X WWL4 E C O L X W L 3 E X W L E 1 0 X S S L 1 5 E X WWL4 C O L EX W WL4 E X S S L 1 5 E X W L 1 0 E X WWL4 E X W L 3 E X W L 3 EX WL1 e x EX W c WL4 o n c r e t e EX WL1 EX W WL4 EX WL1 E P O L C EX WL1 EX W WL4 O N EX WL1 I F R L O C ex asphalt parking lot W X E 3 X X E E L W W L 6 S S L 1 5 E X W L 1 0 E X W L 3 E X WL 1 E X WL 1 LOC EX WWL4 O L C EX WWL4 E X WL 1 E X WL 1 LOC F I R EX WWL4 E X WWL4 E L A N E e L x O C c u r b L O C L O C F I R E L A PROPOSED OH DOOR N E V A N F I R E L A N E Prop. Bldg. #6 WAREHOUSE/OFFICE SPACE 1 Sty. 18' Height 4,123 s.f. FF=696.10 E C X O W L L 1 4 L W W X E E X W L 1 C O L E X W L 1 4 L W W X E 4 L W W X E C O E X L W L 1 4 X W W L E L O C E X W L 1 e x E X W L c 1 o E X WL 1 n E X WL 1 c r e t e E 4 X W W L L O C 4 X W W L E L O C E X WL 1 E X WL 1 E X WL 1 4 X W W L E 4 W W L X E L O C 4 X W W L E L O C x c e A N E C O L L F I R E c n o r e t e F I R E L A N E E X WL 1 E X WL 1 EX W E L WL4 A N E EX WL1 EX W WL4 E X W W L 6 EX WL1 E X S S L 1 5 EX WL3 EX WL3 EX W WL4 E X W EX WL1 EX WL10 EX WL1 W L 6 E X S S L 1 5 EX W WL6 EX WL1 EX WL10 EX WL3 EX WL3 F I R E L A N E EX W WL6 EX WL1 EX W WL6 EX WL1 EX W WL6 EX WL10 EX WL1 EX W WL6 F I R E L A N E 4 3 4 2 E X S S L 1 5 E X S S L 1 5 FIRELANE E X S S L 1 5 4 L W X W E LOC 4 L W X W E 4 L W X W E EX WL3 4 L W W X E EX WL3 FIRELA NE EX WL3 EX WL3 EX WL10 EX WL1 EX W WL6 EX WL1 EX WL10 EX WL1 EX W WL6 4 L W W X E EX WL1 EX WL3 EX WL10 EX W WL6 4 L W W X E E X W L 3 E X W L 3 EX WL3 E X W L 3 e x c o n c r e t e w a l l HC F I R E L A N E N O F P I R A E L R A N E K I N G - E X . F I R E L A N E PARKRIDGE GARDENS Document No. 200600394 X U H O U H X O U H O X LANDUSE: COMMERCIAL ZONING: LI-CO B X X A 1 2 . 2 ' INSTALLATION NOTE: - NO POST OR FOOTING INSTALLATION IS ALLOWED IN THE QUARTER CRZ. - FOR ANY INSTALLATION IN THE HALF CRZ  POST HOLES TO BE DUG BY HAND OR AIR EXCAVATED - POST HOLES SHIFTED TO AVOID 1.5” DIAMETER OR GREATER ROOTS - A VAPOR BARRIER CONCRETE AND THE SOIL. - PROVIDE A DETAIL IN THE PLAN SET FOR THE FENCE POSTS AND FOOTINGS TO BE INSTALLED NEAR TREES. INSTALLED BETWEEN ANY POURED X NOTE: ALL EXISTING DEVELOPMENT SHOWN WAS COMPLETE AND ACCEPTED UNDER SP-99-2213C, SP-04-0180C AND SP-09-0133 ex loading dock LOC TFD TF SF ADA THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CITY APPROVAL STAMP SITE PLAN 8 of 31 of 31 SP-2022-0364C 6 8 3 6 8 0 SOUTHSIDE STORAGE SUBDIVISION Document No. 201100155 LOT 1 BLOCK A LANDUSE: COMMERCIAL ZONING: MF-4-CO 8 6 2 EX TW 686.1 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 6 8 1 (S60°21'E 244.32') per Vol. 8530 Pg. 630 (S62°44'29"E 244.46') per Doc. No. 201100155 TW 683.00 BW 681.50 S62°41'05"E 244.46' TW 685.00 BW 680.50 679 679 680 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 6 8 0 6 E 7 X 8 L W 2 EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. 6 8 0 6 W 2 L 7 9 E X e ta l f e e c n CONNECT TO EX. AREA e t m INLET 24" RCP FL: 672.69 E X L 2 W e h s 20' DRAINAGE EASEMENT DOC NO: ____________ E X W L 2 4 2 T S E X W L 2 23.4LF OF 24" RCP @ 1.19% FL=672.87' FITTING SHALL BE PRE-FABRICATED d o f n c n f e e e TW 682.00 BW 680.50 3 8 6 680 TC 682.50 TP 682.00 2 8 6 TC 683.50 TP 683.00 TC 685.90 TP 685.40 w 4 8 6 681 TC 684.50 TP 684.00 3 8 6 6 8 6 6 6 8 8 6 6 5 8 6 5 8 6 E U E G A O . 6 TC 686.40 N L TP 686.40 O N A T N N C A R T S L I A W I L M C B A 6 8 6 6 8 4 H R A 7 N E R I C Y Y W c r e ) 6 A n ty D ( 0 . 9 c ia l W a rr a 0 0 o . 2 n t N e 8 e o l u d i n V m m u 7 e e 6 8 685 TC 685.90 TP 685.40 0 3 0 3 e 6 TC 686.00 TP 685.50 d 6 e 6 e 1 3 5 6 0 a 0 P 685 g F E J E p F S c o c ri b D s e d 2 8 6 3 8 6 4 8 6 686 TC 687.00 TP 686.30 6 8 6 TC 686.40 TP 686.40 5 8 6 TC 686.40 TP 686.40 F.F. 686.50 5 8 6 TC 686.00 TP 685.50 4 8 6 5 8 6 3 9 3 4 9 3 5 9 3 N O R T H S C A L E : 1 " = ' 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I 679 E X W 2 L ( A 7.0LF OF 24" RCP @ 1.28% a t e r PROP. MANHOLE #2 E x. w e t e r STA=2+00.70 m TOP=680.29 FL IN=672.96 24" RCP w FL OUT=672.96 24" RCP 3 g 8 3 E X W L 2 r a E X W L 2 v e E X W L 2 2 8 6 4 2 T S 6 8 1.5 0 4 2 T S 6 8 1.5 0 6 8 1 6 8 0 l r E X W L 2 o E X W L 2 a 60.7LF OF 24" RCP @ 1.75% d E X W L 2 4 2 T S ) E X W L 2 4 8 3 4 2 T S 5 8 3 4 2 T S 6 T S 4 2 T S ST6 6 8 0 4 2 T S 6 8 1 S T 6 6 7 9 Filtration Pond S T 6 6 7 8 ST6 S T 6 6 7 ST6 7.5 0 W 2 L E X PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE ol. 8 8 ° 1 ( S 1 1 V S E X L 2 W 6 ° 0 2'2 0 E X W L 2 1'2 5 3 7 "E 0 P 47.8LF OF 24" RCP @ 1.73% "E 1 g. 6 5 9.3 3 0 3') E X W L 2 1 5 9.3 LANDUSE: COMMERCIAL 3' ZONING: MF-4-CO E X L 2 W E X W L 2 W W 6 8 3 E X PROP. MANHOLE #1 STA=1+64.33 TOP=681.00 FL IN=674.85 24" RCP 7 8 FL IN=675.35 18" RCP FL OUT=674.85 24" RCP 3 W _ID W L 2 : 3 6 E X W L 2 2,4 4 2 T S 20.3LF OF 18" HDPE @ 1.97% 4 2 T S ST18 6 8 1 6 8 1.5 0 ST18 6 8 1.5 0 6 8 0 Sedimentation Pond 6 7 8 TW 681.50 BW 676.00 FL: 675.75 Detention Pond 4 2 T S 4 2 T S 1 8 6 8 8 3 5 END PROP. 6' PRIVACY WOOD FENCE ALONG 4 E X. 2.2 PROPERTY LINE E X W L 2 E X W L 2 5" ( CI) E X W L 2 g r a v el r o a d E X W L 2 C 20' DRAINAGE EASEMENT DOC NO: 202400876 E X W L 2 E X W L 2 0 9 3 9 8 3 1 9 3 6 8 1 TW 681.50 BW 676.00 PROP.4'X4' AREA INLET STA=1+28.49 TOP=680.33 FL OUT=675.25 24" RCP 42.7LF OF 24" RCP @ 0.94% liste in D o d a s " H U B A C P riv c. 2 ate 0 1 1 H L A 0 0 D riv 1 5 5 e" N E TP 681.25 6 8 2 6 8 3 TC 682.75 TP 682.25 2 9 3 6 8 2 N 7 5 ° 1 3 ' 5 3 " W 2 5 9 . 6 9 ' ( N 7 2 ° 5 4 ' W . V o l p e r ( N 7 2 ° 5 7 ' 1 5 " W V o l p e r . 2 5 9 . 9 0 ' ) 1 4 6 3 P g . 2 5 9 . 9 3 ' ) 6 3 0 8 5 3 0 P g . 6 8 2 683 684 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE (S60°48'00"E 347.88') S63°03'23"E 347.90' per Doc. No. 201100155 per Doc. No. 2020115774 EL 690.00 1 8 . 5 EL 691.00 STEM WALL EX TW 691.2 EX TW 690.5 d . 5' n u 1 . 7 R K d f o n r o 9 n = 6 B N o E T A M H C p o f ir o a ti o v E l e 684 TW 693.00 BW 690.00 EX TW 689.8 TW 690.00 BW 688.50 0 6 4 2 9 5 4 2 EL 687.00 8 5 4 2 2 9 6 3 9 6 6 9 4 TW 693.50 BW 689.50 4 9 6 e EL 688.00 EL 689.00 EL 690.00 EX. H.P. 2 5 4 2 694 STEM WALL 6 9 4 0 9 6 Prop. Bldg. #12 WAREHOUSE/ OFFICE SPACE 5,255.00 s.f. 1 9 6 1 9 6 2 9 6 0 9 6 0 9 6 1 9 6 1 9 6 691.97 1 9 6 1 5 4 2 EL 687.00 7 5 4 2 F.F. 692.00 INV OUT=684.00 12" 8.1LF OF 12" HDPE @ 3.07% TIE ROOF DRAINS TO PROP. 12" HDPE SSL INV IN=683.75 12" ??? INV OUT=683.75 12" S T 1 2 689 682 6 8 5 6 8 0 6 7 7 ex. Filtration 0 9 6 691 690 0 9 6 W 6 W WW6 WW6 WW6 3 L W WL10 TC 692.50 TP 692.00 WL3 WL3 WL10 WL10 6 WL3 9 1 WL3 WL10 WL3 TP 690.65 694 W W 6 694 TP 690.20 W L10 W L3 1 9 6 691.80 W 6 2 9 6 W W L10 W L3 W 6 W 692 6 9 2 W L10 W L3 TC 691.90 TP 691.90 WW6 3 9 6 WW6 TC 692.25 TP 691.75 6 9 3 3 L W 3 L W 1 9 6 W W 6 TC 690.80 TP 690.80 6 W W 1 9 6 6 W W 691 TP 690.40 WW6 W L 6 SC692.50' +/- MATCH EXIST. TC 691.00 TP 691.00 6 9 1 2 9 6 3 9 6 ex. concrete 4 9 6 4 9 6 5 9 6 5 9 6 TW 691.00 BW 690.00 TW 694.00 BW 690.80 e x , c o n 0 5 4 2 c r e t e w a l l e x . c u r b ex. detention r o c k c a g e d e x . 37.5LF OF 12" HDPE @ 2.00% S T 1 2 TW 691.50 BW 690.00 TREE WELL DET 610S-6 SHT 17. 1 9 6 2 9 6 ex. concrete wall INV IN=683.00 12" INV OUT=683.00 12" ex. sedimentation 8 7 6 0 8 6 5 8 6 58.9LF OF 12" HDPE @ 4.41% S T 1 2 EX. 18" HDPE e t e r c n o c . x e EX. 83.69LF OF 24" HDPE @ 1.10% 6 8 8 4 2 X S S L E EX. HW FL: 678.00 EX. HW FL: 678.00 EX. 18" HDPE E X S S L 1 8 EX S SL18 8 6 ex.inlet 6 4 2 X S S L E 4 2 X S S L E EX. 24" HDPE 6 8 6 EX. 4'x4' GRATE INLET EX. TOP OF GRADE: 685.50 FL: 678.78 S T 1 2 S T 1 2 6 5 4 2 690.00 5 5 4 2 0 9 6 691 S T 1 2 0 9 6 6 9 0 S N O P A R K I N G 1 2 T TW 691.80 BW 689.00 TREE WELL DET 610S-6 SHT 17. 0 9 6 6 9 0 0 9 6 3 5 4 2 4 2 5 4 W W 6 1 9 6 1 9 6 1 9 6 W 6 W W L10 W L3 L A N E EX. ST MH FL: 679.70 X . E - F I R E 691 6 W W 6 W W 6 W W 6 W W 0 1 L W 3 L W 0 1 L W 3 L W 0 1 L W 3 L W 691 0 1 L W 1 5 ' P r i v a t e 3 L W U t i l i t y E s m n t ' 0 1 L W 3 L W E X S S L 1 8 R I F . X E - G E X S S L 1 8 6 W W N I K R A P O N E X S S 8 L 1 6 690 W W 0 1 L W 3 L W 690 0 1 L W 3 L W e x c u r b E X S S L 1 8 6 W W E X S S L 1 8 6 9 0 4 2 X S S L E 4 2 X S S L E 4 2 X S S L E 691 E X ex. asphalt parking lot S S 1 8 L 6 9 0 E N CONNECT TO EX. 24" HDPE PROP. 12" INV IN: 680.41 A E L E X S S L 1 8 r b u c x e 2 3 4 2 1 3 4 2 b r u c . x e 4 2 X S S L E 6 8 8 4 2 X S S L E N O P A R K I N G - E X . F I R E L A N E e x c u r b e x c u r b 2 4 2 4 X 2 2 4 2 3 2 4 2 1 2 4 2 0 2 4 2 X P E r i v x . a 6 ' W c y F o e o n d c e U H O X LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO EX. 85.60LF OF 18" HDPE @ -1.00% e 6 8 6 8 1 L S X S E EX. 10' CURB INLET FL: 681.71 x c u r b e x i n l e t 8 1 L S X S E 8 1 L S X S E 8 1 L S X S E 6 8 6 e t e r c n o x c e e x . c o n c r e t e 691 N O P A 691 R K I N 691 G - E X . F I R E L A N E EX. 115.10LF OF 18" HDPE @ -1.00% 690 690 0 9 6 e x e c x o c n u c r r b e t e 0 3 4 2 689 5' P.U.E. per Vol. 8624 Pg. 200 8 8 1 8 L 9 8 6 0 9 6 EX. ST MH FL: 680.85 9 8 6 ex. concrete 0 9 6 6 W W 6 W W 6 W 6 W 6 W W E X S 689 S L 1 8 0 1 L W 3 L W E X S S L 3 L W 1 8 0 1 L W E X S S 3 L W 0 1 L W E X S S L 1 8 8 8 3 L W 6 0 1 L W 8 1 L S X S E 6 8 7 8 1 L S X S E 687 e x c u r b 6 8 X S 7 E S 8 1 L 6 W W 8 1 L S X S E 687 3 L 0 W 1 L W 688 E 8 X 8 S 6 S L 1 5 E X S S L 1 5 3 L W 0 1 L W 6 W W 688 6 W W 9 8 6 689 2 9 6 1 9 6 1 9 6 2 9 6 3 3 4 2 E X S S L 1 5 3 L W 0 1 L W E X S S L 1 5 N O P A R 689 K I N 6 W W 3 L W E X S S L 1 5 689 0 1 L W G e - x . E X c . u r F I b R 0 9 6 E 3 L L W A N E E X S S L 1 5 0 1 L W E X 0 9 6 S S L 1 5 3 L W 6 9 1 3 6 X W L E L W 6 9 1 0 9 6 6 W W E X S S E L X 1 5 W L 1 0 E X S S L 1 5 6 W W 689 6 W W 689 T o 6 8 p 5 G . 5 r 0 a t e 8 2 4 2 7 2 5 2 4 2 4 2 6 2 4 2 9 1 4 2 2 5 ' C 5 ' P . O U . E M . P p A e T r V A o l . B I L 8 I 6 T U H O X U H O 2 Y 4 S P E g . T 2 B 0 A 0 C K U H O X U H O X U H O U H O X LOT 15 PARKRIDGE GARDENS Document No. 200600394 U H O X U H O U H X O U H O F.F. 690.50 F.F. 688.50 F.F. 688.50 F.F. 686.50 Prop. Bldg. #14 - WAREHOUSE/ OFFICE SPACE 7,237.00 s.f. WILLIAM CANNON LEAGUE ABSTRACT NO. 6 TC 686.40 TP 686.40 TC 688.40 TP 688.40 4 7 ) ' 7 0 5 ) ' 8 0 3 4 . 6 . 7 g 6 1 . 6 1 8 1 0 2 8 P 1 0 E 0 2 " . E 3 8 o E " 5 4 8 ' 1 ' 9 . l o 3 N 8 . 5 c ° o 0 ° 2 V 9 D 0 r r 1 e N e p ( p N ( " 8 3 ' 8 5 ° 9 0 N TC 690.40 TP 690.40 3 L W 3 L W 3 L W 4 9 6 TC 690.40 TP 690.40 9 8 6 690.00 6 9 0 TP 688.30 6 8 8 TC 689.70 TP 689.00 u n f e n c e d 0 9 6 TC 689.50 TP 688.75 9 8 6 8 8 6 1 ( 8 1 6 8 . 6 6 . 0 8 ' 1 ' ) 6 9 2 1 9 6 TC 689.70 TP 689.00 690.00 690 WL3 WL3 WL3 W L 3 W W 6 W L 3 TC 690.40 TP 690.40 W W 6 1 9 6 W 4 9 6 L 3 6 9 3 6 9 2 HP 691.20 6 9 1 STEM WALL TOP: 691.50 8 8 6 6 8 6 7 9 6 9 8 JEFFERY WAYNE RICH (0.976 Acre) Document No. 2007166060 TC 689.50 TP 688.75 0 TC 689.00 TP 688.30 9 8 6 TC 688.40 TP 688.40 688.00 TC 687.00 TP 686.30 6 8 6 6 8 7 f o r m TC 687.70 TP 687.00 M i c k e y R i c e rly a p 5 2 ( 7 . 7 h P l u 6 8 5 n o f o rti o s ) c r e a ti n 6 A e d H TC 687.50 n g a TP 686.70 b i n m d e e n ty D W a rr a 5 P 5 8 e 8 m TC 687.50 o l u TP 686.75 e 9 a g 7 c . g , I n 5 6 8 6 688 688.00 687 V TC 687.60 TP 687.00 TC 688.40 TP 688.40 e 4 9 6 F.F. 690.50 690.80 EXISTING ELECTRIC VAULT MANHOLE TO BE RELOCATED 4 9 6 690.50 STEM WALL TOP: 691.00 8 4 4 2 690.25 690.00 4 9 6 689.00 a/c pad 7 4 4 2 TW 694.00 BW 690.00 4 9 6 F.F. 690.50 F.F. 688.50 F.F. 688.50 Prop. Bldg. #13 WAREHOUSE/ OFFICE SPACE 6,989.00 s.f. 687.00 688.00 5 0 . 0 3 ' N 7 4 ° 1 5 ' 5 1 " W 5 0 . 1 8 ' ) TW 692.50 ( N 7 2 ° 5 4 ' W 1 4 6 3 P g . BW 688.00 . V o l 4 9 . 4 9 ' ) p e r ( N 7 2 ° 5 6 ' W 6 3 0 8 5 3 0 P g . . V o l p e r TW 692.50 BW 689.00 X TW 688.00 BW 687.00 LANDUSE: COMMERCIAL ZONING: LI-CO D X 4 9 6 5 9 6 5 9 6 6 4 4 2 E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E X W 1 E L 694 X C X 4 7 ) ' 7 9 1 . 5 1 4 1 9 0 7 2 0 W " 8 2 . o 3 N ' 8 . 5 ° c o 9 D 0 r S e ( p d e p o l 9 t 4 1 a l 1 r 9 p e p e n g e v e e g o a d d a P n a P o w 3 n R 9 o 6 9 h e c i 4 s l 4 s b u u e a l m P m d o V ' u n 0 l a 5 o V u y l t n e r r u c ) ' 4 9 1 4 . . 0 g 0 P 8 3 6 W . l ' 8 o W " 4 5 ' 8 1 V ° r 2 e 1 p 5 ° S ( 9 0 S 6.74 ACRES SURVEYED 130 RALPH ABLANEDO, LLC (6.74 ACRES) General Warranty Deed Document No. 2020115774 4 L W W X E E X W L 1 1 " 4 " 4 X W E S W L V 1 C E X W L 1 W L W W X E W S V 4 L W C W X E 5 9 6 X 5 4 4 2 5 9 6 X a/c pad 5 9 6 E X WL 1 E X WL 1 C X WL V 1 E " W S E X WL 1 1 E X WL 1 E X WL 1 6 X W L E E X WL 1 6 9 2 E X W L 3 EX. 169.83LF OF 15" HDPE @ -1.00% 4 X WWL4 X WWL4 E E E X WWL4 6 9 3 " W W S E X WWL4 C V EX WWL4 6 9 4 EX WWL4 5 9 6 Prop. Bldg. #6 WAREHOUSE/OFFICE SPACE 1 Sty. 18' Height 4,123 s.f. FF=696.10 EX WWL4 e x c u r b e x c u r b 689 E N A L E EX WL1 e x EX W c WL4 o n c r e t e EX WL1 EX WL1 EX W WL4 R I F . X E - G 0 9 6 6 W W N I K R A 0 9 6 P O EX WL1 EX W WL4 EX W 0 9 6 N WL4 EX WL1 EX WL1 1" W SVC 4" WW SVC 6 9 1 EX W WL4 0 9 6 E X W L E 1 0 X S S L 1 5 6 9 1 E X WWL4 E X W L 3 E X S S L 1 5 E X W L 1 0 6 9 2 E X W L 3 EX W WL4 6 9 1 W W L 6 ex asphalt parking lot W X E 3 X X E E L S S L 1 5 6 9 2 E X W L 1 0 E X W L 3 E X W W L 6 EX WL1 E X S S L 1 5 EX WL10 EX W WL4 E X W EX WL1 6 9 2 EX WL1 W L 6 E X S S L 1 5 EX W WL6 6 9 1 E X S S L 1 5 6 9 3 6 9 3 EX WL3 EX WL3 EX WL10 EX WL1 EX W WL6 EX WL1 EX W WL6 EX WL1 6 9 EX W 3 WL6 T o p 6 G 8 r 7 . 2 a t e 5 4 3 4 2 6 9 1 6 9 2 E X S S L 1 5 E X S S L 1 5 6 9 4 V A N 6 9 4 4 L W X W E 4 L W X W E 6 9 5 X E W W L 6 4 V 9 C 5 e t e E X W W L 4 5 9 6 4 " W W S r c n o x c e E X WL 1 E X W L 3 6 9 5 EX WL3 E X W L 3 EX WL3 EX WL10 E X W L 3 EX WL3 EX WL3 EX WL10 EX WL1 EX W WL6 6 9 3 EX WL3 EX WL3 6 9 4 EX WL10 4 L W X W E EX WL3 4 L W W X E EX WL3 EX WL1 EX W WL6 EX WL1 EX WL10 6 9 4 EX WL1 EX W WL6 4 L W W X E EX WL1 EX W WL6 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 L W W X E E X W L 1 E X W L 1 4 L W W X E 4 L W W X E E X W L 1 4 L W W X E E X W L 1 4 X W W L E 4 X W W L E E X W L 1 e x E X W L c 1 o E X WL 1 n E X WL 1 c r e t e 4 X W W L E 4 X W W L E E X WL 1 E X WL 1 HC E X WL 1 E X WL 1 " W S 1 V C e x c o n c r e t e w a l l N O P A R K I N G - E X . F I R E L A N E X 695 X 4 4 4 2 X LANDUSE: COMMERCIAL ZONING: LI-CO B X X A X ex loading dock DOWNSPOUTS WILL BE DIRECTED TOWARDS THE PROPERTY AWAY FROM THE NEIGHBORING PROPERTY THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE FOLLOWING USES OF THE PROPERTY ARE PROHIBITED: - - - - - - VEHICLE STORAGE PAWN SHOP SERVICES SERVICE STATION ADULT ORIENTED BUSINESSES AUTOMOTIVE SALES SCRAP AND SALVAGE LOC TFD TF SF ADA CITY APPROVAL STAMP GRADING AND STORM PLAN 9 of 31 SP-2022-0364C ' H T = " R 1 : O E L N A C S 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I NOTES: · · · · UNDERGROUND MAINS FEEDING PRIVATE FIRE HYDRANTS MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 24 AND THE FIRE CODE BY A LICENSED CONTRACTOR WITH A PLUMBING PERMIT. THE ENTIRE MAIN SHALL BE HYDROSTATICALLY TESTED AT ONE TIME, UNLESS ISOLATION VALVES ARE PROVIDED BETWEEN TESTED SECTIONS. UNDERGROUND MAINS SUPPLYING NFPA 13 AUTOMATIC SPRINKLER SYSTEMS MUST BE INSTALLED IN ACCORDANCE WITH NFPA 13 AND THE FIRE CODE BY LICENSED FIRE SPRINKLER CONTRACTOR WITH A PLUMBING PERMIT. THE ENTIRE MAIN SHALL BE HYDROSTATICALLY TESTED AT ONE TIME, UNLESS ISOLATION VALVES ARE PROVIDED BETWEEN TESTED SECTIONS. ADDITIONAL MEASURES TO IMPROVE CONNECTIVITY: INTERNAL UTILITY LINES SHOULD BE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES, RATHER THAN UNDER PARKING AREAS. PROVIDE SECURE INDOOR BICYCLE STORAGE IN BUILDING OR PARKING STRUCTURE. U E U E 2 X W L E U E C A B s " P riv c . 2 o 0 U H d a i n D li s t e E N e " 5 5 A H L a t e D riv 1 0 0 1 1 LANDUSE: COMMERCIAL ZONING: MF-4-CO E E U U 6 _ I D : 3 4 E 5 2 , 4 U E X W L E 2 X . 2 . 2 5 " ( C I) X W L 2 E 2 X W L E U E C d a e l r o v g r a U PROP. 6' PRIVACY E WOOD FENCE ALONG E PROPERTY LINE U U E 2 X W L E W W X W L 2 W E 3 3 ') 0 9 . 3 5 X W L 9 . 3 5 g . 6 1 E 0 " E 1 0 P 3 7 " E 5 U E 3 ' 2 1 ( S V 6 ° 2 ' 2 0 o l. 8 1 '2 U 1 ° 8 2 X W L 1 E S E U E U E U E 20' DRAINAGE EASEMENT DOC NO: 202400876 END PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE U E 8 8 3 9 8 3 0 9 3 1 9 3 2 9 3 ' W " 3 5 3 1 ° 5 7 N ' 9 6 . 9 5 2 ) ' 0 9 . 9 5 2 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 3 9 . 9 5 2 W " 5 1 7 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' EX. PULLBOX EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. EX. 24" RCP @3.32 % DRAINAGE EASEMENT DOC NO: 2021015714 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 20' DRAINAGE EASEMENT DOC NO: ____________ PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE N DIVISIO 5 5 1 0 0 1 1 0 B U E S G A R O T E S SID H T U O S o. 2 nt N e m u c o D T 1 O L K A C O L B LANDUSE: COMMERCIAL ZONING: MF-4-CO . d n u o ' 5 7 . 1 9 6 f d o r n o r i = n o i f t o a p o T v e l E K R A M H C N E B 2 5 4 2 INSTALL: 1 - 5 1/4" FIRE HYDRANT ASSY PROP. 6" D.I. WATER LINE PROP. 3" SCH 40 PVC DOMESTIC WL W W6 U E U E 2 X W L E U E e c n e f l a t e m t e e h s 2 X W L E U E U E A 2 X W L E E 2 X W L a v ( g r r e r t e a w t e m . x E e l 4 8 3 3 8 3 w S T 2 4 2 X W L E 2 r o a d ) E E U X W L S T 2 4 E U f o d n e e c n e f 7 8 6 3 8 3 S T 2 4 S T 2 4 8 1 T S d n o P n o i t a t n e m i d e S n o i t n e t e D d n o P 5 8 3 S T 2 4 6 n Filtratio T S d n o P 6 T S 6 T S 6' 4.4 4 2 0 3 2') 6') 5 4.3 g. 6 5 4.4 1 4 0 0 P 1'E 2 0 4 1 9"E 2 3 1 5 0 ol. 8 o. 2 0°2 4'2 6 c. N er V (S 2°4 er D 6 (S p o p 5"E 1'0 2°4 6 S 8 8 6 . 5 F . F . 6 0 E/ S E U U O 0 s.f. G H E A R E O. 6 7.0 A N L 4 - W 0 3 8 . 5 E 7,2 T N O N 1 g. # N C C A A A M C R P p. Bld E S T 0 S 8 . 5 FIC B LIA Pro A F WIL O 0 FIR E L A N E FIR unfenced E L A N E WL3 F . F . 6 8 e F . F . 6 0 . 5 9 F . F . 6 N09°58'38"E per Doc. No. 2020115774 (N09°58'38"E 186.60') per Vol. 8530 Pg. 630 (N12°09'14"E 187.48') FIRELANE UE FIR E L A N E w FIRELANE E U FIRELANE U E U E F I R E L A N E H C I R E N Y A W Y R E F F E J 0 3 6 e g a P 0 3 5 8 e m u 0 6 0 6 6 1 7 0 0 2 U E d e e D ) e r c A y t n a r r 6 7 9 a W . o N t . l 0 ( a i c e p S n e m u c o D E U G A E L N O N N A C M A I L L I W 6 . O N T C A R T S B A E N A L E R I F l o V n i d e b i r c s e d E N A L E FIR F I R E L A N E . c n I , g n i t a e H U E 5 7 9 e g a P 5 5 8 8 e m u l o V f o c A ) s e r i t r n o o p FIR E L A N E e m a y r r l 6 5 2 7 . 7 ( o f d n a g n i d e e D y t n a b m u U E P l r r a W h c i R y e k c FIRELANE FIRELANE FIRELANE FIRELANE E U E N A L E R I F 3 9 3 4 9 3 5 9 3 0 6 . 5 8 F . F . 6 0 8 . 5 8 F . F . 6 i M ( U H E ) e r c FIR E L A N E E N A L 0 E 6 FIR E RIC 0 6 PROP. 3" SCH 40 PVC 6 1 7 N DOMESTIC WL 0 Y 0 6 A A o. 2 Y W 7 E 0.9 nt N R U N INSTALL: E E A F L e F E 1- 3"X3" TEE m E FIR J u c o D INSTALL: 1-3" CAP & PLUG E N A L E FIR 186.60' (186.81') 6 9 3 E U F.F. 688.50 F.F. 6 9 0.5 0 F.F. 6 9 0.5 0 8 4 4 2 e E N A L 3 E L FIR W E U 3 W L / E S U O H E R A W 3 1 # . g d l B . p o r P . f . s 0 0 . 9 8 9 , 6 E C A P S E C I F F O ' 3 0 . 0 5 ) ' 8 1 . 0 5 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ) ' 9 4 . 9 4 W 6 5 ° 2 7 N ( ' ' 0 3 6 . g P 0 3 5 8 . l o V r e p W " 1 5'5 1 ° 4 7 N E 3 N WW6 L A W L E FIR FIR INSTALL: E L 1- 3"X3" WYE A N E WW6 FIR E L A N E WL3 FIR E L A N E 6 W W 0 1 L W 3 L W E N A L E FIR 6 W W 0 1 L W 3 L W E N A L E R ete INSTALL: r c n 1-10" CAP & PLUG o x. c e INSTALL: 1-10"X6" TEE 1-6" G.V. 0 5 4 2 INSTALL: ex, concrete wall 1- 3"X3" TEE ex. curb 45.00° BEND 45.00° BEND FIRELANE LANDUSE: COMMERCIAL ZONING: LI-CO per Vol. 63 Pg. 14 (S12°18'W 800.49') S09°58'54"W EX. 1" WATER currently undeveloped SERVICE LINE Volume 63 Page 14 SP-2004-0180C and as shown on plat Volume 4499 Page 919 50' Public Road per X D C X per Doc. No. 2020115774 (S09°58'38"W 794.19') 5 4 4 2 X EX. 4" WASTEWATER SP-2004-0180C EX. 1" WATER SERVICE LINE X SP-2004-0180C 4 4 4 2 EX. CLEANOUT EXISTING ELECTRIC VAULT MANHOLE TO BE RELOCATED d a c p 7 4 4 2 / a PROP. 3" SCH 40 PVC DOMESTIC WL EX. 4" WASTEWATER SP-2004-0180C 6 4 4 2 d a c p / a B X A X X 3 4 4 2 794.19' (794.37') X (S12°19'10"W) S09°58'38"W X 980.79' EX. 4" WASTEWATER g din SP-2004-0180C x lo k c o d a e EX. CLEANOUT EX. 4" WASTEWATER SP-2004-0180C g din x lo a e k c o d 2 4 4 2 Undeveloped 50' Road Volume 4499 Page 919 LANDUSE: COMMERCIAL ZONING: LI-CO X OHU X ex curb OHU X OHU OHU X OHU X O H U OHU OHU X OHU OHU X OHU X OHU X EX WL6 EX WL6 EX WL6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 8') 1.1 3'W 5 1"W 7'5 8' 0.9 U 1 ° H 5 7 O 6 N 2 ° 5 6 N ( G NIN GIN F E O C A L P E B U H O LANDUSE: COMMERCIAL ZONING: CS-CO LANDUSE: COMMERCIAL ZONING: LI-CO OHU X OHU X PLAN & PROFILE SHEET 11 4 9 r e 9 g. .E. p P 7 9 9 6 U . P 5' ol. V U H O EX. 3" DOMESTIC WATER LINE r e e t e r c n o c x e b r u c x e EXISTING 8"X10 INCREASER nt p EX. WATER VALVE e m e s a r E ate W o. 2 c. N 5 4 0 8 0 1 1 0 0 b r u c x e o D EX. 3" DOMESTIC WATER LINE 9 4 r e 5' P.U.E. p g. 9 7 P ol. 6 9 9 V d a c p / a C H C H b r u c x e e t e r c n o c x e PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 5.81 5 5 1 0 0 1 1 0 4 7 7 5 1 1 0 2 0 o o p o. 2 o. 2 c. N c. N er D er D p 8') 0' 7.9 7.8 4 4 0"E 3 3 3"E 8'0 3'2 0°4 3°0 6 (S 6 S 9 5 4 2 0 6 4 2 8 5 4 2 7 5 4 2 Prop. Bldg. #12 WAREHOUSE/ OFFICE SPACE 5,255.00 s.f. F.F. 692.00 45.00° BEND 1 5 4 2 F I R E L A N E 6 W W 0 1 L I 3 W F L W 6 W 0 1 L 3 W L W W F I R E L A N E 45.00° BEND 4 5 4 2 WW6 3 5 4 2 WL10 WL3 PROP. 10" FIRE LINE ex concrete ex curb FIRELANE PROP. 3" NO PARKING - EX. FIRELANE DOMESTIC WATER LINE FIRELANE STORM CROSSING EX TOP STORM: 682.73 ete r c FIRELANE n o x. c e 6 5 4 2 S T1 2 5 5 4 2 ST12 685 690 I F R ST12 E L A N E WL3 WL10 15' Private Utility Esmnt' WW6 EX SSL18 EX SSL18 WL3 WL10 NO PARKING - EX. FIRELANE WL3 WL10 EX SSL18 EX SSL18 WW6 PROP. 10" FIRE LINE ex curb FIRELANE WW6 WW6 g lot kin r a alt p h p s x. a e 2 3 4 2 1 3 4 2 b r u c x e PROP. 3" DOMESTIC WATER LINE 0 22.50° BEND 0 g. 2 4 P WL3 WL10 EX SSL18 2 6 ol. 8 er V 22.50° BEND WW6 5' P.U.E. p PROP. 10" FIRE LINE 0 3 4 2 FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE ex curb CONNECT TO EX. 10" PVC FIRE LINE COA #:2001-0510 REMOVE EX PLUG #240199 INSTALL: 1-10" G.V. FIRELANE ex curb I E N A L E R F . X E - G N K R A P O N I b r u c . x e I F R E L A N E 4 2 L S S X E 4 2 L S S X E 4 2 L S S X E 4 2 L S S X E 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E EX SSL18 e t e r c n o c . x e x.inlet e 5 8 6 0 8 6 7 7 6 680 n 678 e ntatio dim x. s e e k c o r d e g a c . x e all ete w r c n o x. c e n atio x. Filtr e n ntio ete x. d e d n o p C L Prop. Bldg. #6 O, L 4 7 d WAREHOUSE/OFFICE 7 e 5 D e 1 nty D ) E S SPACE 1 N S E 0 A D E R 2 R L E C 1 Sty. 18' Height 0 B C Y o. 2 4 A H A E 4 A V al W R 6.7 nt N P 6.7 U CONNECT TO EX. 3" L S ( A r e e 0 R DOM. WATER LINE n m e u G 3 INSTALL: c 1 o D 1-3"X3" TEE 1-3" G.V. a r r a E X W L 1 EX. FIRE HYDRANT COA #:227646 3 3 4 2 E X W W L 4 E X W W L 4 E X W W L 4 E X W L 1 E X W L 1 6 L W X E WL3 EX SSL15 EX WL10 EX WL3 E X W W L EX SSL15 4 ex curb EX. 1" WATER SERVICE LINE SP-2004-0180C VAN FIRELANE EX W L3 EX. 4" WASTEWATER SP-2004-0180C EX W L3 EX W L10 EX WL1 EX W W L6 g lot kin EX WL3 r a alt p EX WL10 h p EX SSL15 s x a e EX W L3 EX SSL15 EX WWL6 EX WL1 EX W W L6 EX WL1 EX W W L4 FIRELANE F I R E L A N E EX. 6" PVC FIRE LINE COA 6" GV #:227645 FIRELANE NO PARKING - EX. FIRELANE WL3 WL10 EX SSL15 EX SSL15 WL3 WL10 ex. curb WL3 EX SSL15 WL10 WW6 WW6 WW6 WW6 E N A E L FI R ex curb FIRELANE EX. 10" PVC FIRE LINE FIRELANE COA #:2001-0510 NO PARKING - EX. FIRELANE EX WL1 EX W W L4 FIRELANE EX WL1 EX. 6" SDR 26 PVC WASTEWATER LINE ex curb SP-2004-0180C EX W W L4 EX WL1 ex concrete ex. concrete 8 2 4 2 6 2 4 5 2 2 4 2 7 2 4 2 e t e r c n o c x e ex curb ex inlet 9 1 4 2 0 2 4 2 1 2 4 2 25' COMPATABILITY SETBACK 5' P.U.E. per Vol. 8624 Pg. 200 X X N06°00'34"E 206.31' (N08°18'00"E 206.39') 2 4 2 9 2 2 4 2 3 2 4 2 X 4 2 4 2 W o o d 6 ' E x . P r i v a c y F e n c e OHU X OHU X OHU OHU X OHU X OHU OHU X FIRELANE EX SSL15 EX. 6" SDR 26 PVC WASTEWATER LINE SP-2004-0180C 4 3 4 2 EX. 4" WASTEWATER SERVICE LINE SP-2004-0180C b r u c x e E X S S L 1 5 E X S S L 1 5 b r u c x e EX. 1" WATER SERVICE LINE SP-2004-0180C ex loading dock W o o d 6 ' E x . P r i v a c y F e n c e 3 T 1 O L 5 8 6 8 SL1 X S E 7 7 6 8 7 0 9 6 6 BEGIN PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE X X N05°30'27"E 57.74' (N07°49'20"E 57.76') X ipf W o o d 6 ' E x . P r i v a c y F e n c e X X LANDUSE: COMMON AREA ZONING: SF-4A-CO 6 3 T O L 9 T 1 O L EX WL1 EX WWL4 EX WL1 EX WWL4 EX WL1 EX WL1 EX WL1 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 EX WWL4 EX WWL4 EX WWL4 EX WL1 ex concrete ex concrete wall 4,123 s.f. FF=696.10 C H FIRELANE NO PARKING - EX. FIRELANE EX. 3" DOMESTIC LINE SP-2004-0180C FIRELANE FIRELANE NO PARKING - EX. FIRELANE EX. 1" WATER SERVICE LINE SP-2004-0180C 4' Sdwk. ex curb EX. 3" DOMESTIC LINE EX. 10" FIRE LINE (PRIVATE) E X W L 1 E X W L 1 E X W L 1 4 L W W X E 4 L W W X E 4 L W W X E e t e r c n o c x e E N A L E R F I 4 L W X W E EX WL3 v EX WL3 EX WL3 EX WL3 v EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WWL4 EX WWL4 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 E X W L 1 FIRELANE E X ex concrete W W L 6 ex curb FIRELANE NO PARKING - EX. FIRELANE FIRELANE FIRELANE ex concrete E X W L 1 ex curb FIRELANE FIRELANE E X W W L 6 E X W W L 6 ex concrete E X W FIRELANE W NO PARKING - EX. FIRELANE L 6 ex curb FIRELANE FIRELANE FIRELANE FIRELANE v b r u c x e 6 B i c y c l e S p a c e s 7 3 4 2 ex concrete E X W L 1 E X W L 1 E X W W L 6 x inlet e EX SSL18 8 3 4 2 ex curb EX WL3 EX WL10 FIRELANE NO PARKING - EX. FIRELANE EX WL3 EX WL3 EX W L3 EX WL1 EX W W L6 EX W L3 EX W L10 EX WL1 EX W W L6 FIRELANE EX W L3 EX W L10 EX WL1 EX W W L6 EX WL1 EX WL10 25' Utility Esmnt' 1 L W EX WWL6 X E EX WWL6 EX. 10" PVC FIRE LINE COA #:2001-0510 6 L W X E 6 L W X E 1 L W X E 6 L W W X E FIRELANE ex curb FIRELANE EX. 3" DOMESTIC LINE d a c p SP-2004-0180C / a EX. 1" WATER SERVICE LINE SP-2004-0180C g lot kin r a alt p EX WWL6 h p s x a e NO PARKING - EX. FIRELANE FIRELANE FIRELANE 5 3 4 2 C H C H E X W W L 6 1 L W EX WWL6 X E 1 L W X ex curb E 6 L W W X E FIRELANE 4 2 6 3 C H e t e r c n o c x e alt h p s x a e b ete sla r c n o x c e e t e r c n o c x e . k w d S ' 4 SF d SF a c p / a x inlet e 8 1 4 2 SF EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 OHU X OHU X OHU X OHU OHU X OHU X 764.27' N05°49'25"E (N08°08'16"E 763.99') OHU W o o d 6 ' E x . P r i v a c y F e n c e OHU X X OHU C H b r u c x e e t e r c n o c x e E X v W EX WL3 L 6 e t e r c n o c x e b r u c x e L I - C O ete r c n o x c e l l a w e t e r c n o c x e 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E x inlet e ete r c n o x c e g din x lo a e k c o d 8 1 L S X S E x inlet e E X W W L 6 ete r c n o x c e all w c. n o x c e 8 8 6 EX SSL18 E X W EX WL3 W L 6 EX WL10 EX SSL18 8 1 L S X S E x inlet e ex curb FIRELANE 6 1 4 2 NO PARKING - EX. FIRELANE FIRELANE FIRELANE s e x o ailb x m e 6 B i c y c l e S p a c e s e t e r c n o c x e L I - C O ex curb ex curb ex concrete b r u c x e l l a w e t e r c n o c x e n ntio ete d d n o p l l a w e t e r c n o c x e caged rock 685 EX SSL18 EX SSL18 EX SSL18 OHU X 683 OHU X OHU OHU X EX SSL18 OHU X EX SSL18 EX SSL18 OHU EX SSL18 OHU X EX SSL18 X EX SSL18 OHU 7 1 4 2 e n a p o r x p e 5' P.U.E. per Vol. 7604 Pg. 851 25' COMPATABILITY SETBACK k n ta d a c p / a c. n o x c e g x utility uildin et bin a e EX WWL6 c b W o o d 6 ' E x . P r i v a c y F e n c e ete a d n u o r e y wir u g r c n o x c e EXISTING 5 (#63058517) 8" IRRIGATION METER T 3 O L T 2 O L T 1 O L P O N D LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO 8 T 1 O L K A C O L B 7 T 1 O L 6 T 1 O L 4 T 1 O L 2 T 1 O L 1 T 1 O L 0 T 1 O L T 9 O L T 8 O L 5 T 1 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D T 7 O L T 6 O L T 5 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO T 4 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D E 70.62' S25°50'04"W X W EX. LIGHT POLE W 6 L 1 6 2 OHU 7 7 EX. 1 1 2 " WATER METER X W W L 6 ) C V P _ID: 1 X. 8" ( E E X W L 8 E X W L 8 9 3 4 2 O H U v w EX WL3 0+00.00 EX WL8 O H U EX WL8 E E E E E E E E L 8 L 8 L 8 L 8 L 8 X W X W W W W W W W X W W L 6 0+50.00 EX WL8 X W W L 6 CI) " ( X W X. 8 8 E 4 9,7 2 X W _ID: 9 t 0+62.86 n e X W m e v a P 0' 3 - r e t t u G d n a b r u C o N X W X W X W L 8 L 8 L 8 E E E O H U EXISTING 10" GATE VALVE E X W W L 6 ete r c EX WWL6 n O o H x c U e E 3 8 8 2 2 0' 1.3 8 H RIM 6 X W _ID: 1 W L 6 X. M E W W W E X W W L 6 g vin a EX WWL6 e of p g d e E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 g lot EX WL10 kin r a alt p h p s x a e EX. CO SP-99-2213C FIRELANE EXISTING 8" D.I. WL PROJECT#2001-0510 b r u x c e k c o x r e n sig n nt Statio EX. 30 LF - 6" PVC WW @ 4 0 g. 2 e 1.0% m 1 P uip 3 q 3 r E ol. 8 nt fo r V e m e p e s a E EX. MH #: 122883 O H U RIM: 681.30' SP-99-2213C 5 1 4 2 EX WL1 EX WL1 EX WL1 ww O H U O H U 1') 4.8 6 W 2 " 8 1'3 2 ° 5 6 N ( 6' 4.7 6 2 W O " H 3 9'5 U 3 ° 7 6 N EX WWL6 EX SSL18 X OHU O H U EX WWL6 EX WWL6 nt e m e v a e of p g d e E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 EX WL6 EX WL6 EX WL6 WWW_ID: 1181083 EX WL6 E X W W L 6 E X W L 8 EX WL6 EX WL6 E X W W L 6 9 9 3 9 2 E ) C V P X W _ID: 2 W L 6 X. 8" ( W W W E E L 8 X W CI) X. 8" ( 5 E X W 5 4,9 4 _ID: 5 E L 8 E X W W L 6 E X W W W W L 8 LOC TFD TF SF ADA E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 FIRELANE FIRELANE FIRELANE ex curb FIRELANE FIRELANE 8 1 L S NO PARKING - EX. FIRELANE FIRELANE S X E FIRELANE FIRELANE LANDUSE: SINGLE FAMILY ZONING: GR-MU T A C A R T S 4 E e 1 R C g R A a 3 P E G e 6 TIN m T olu A W V g din x lo a e k c o d ete r c n o x c e EX WL3 g lot kin r EX WL10 a alt p EX SSL18 h p EX WWL6 s x a e 8 1 L S S X E ete r c n o x c e 1 8 6 685 8 1 L S X S E THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SP-2022-0364C CITY APPROVAL STAMP WATER DISTRIBUTION PLAN 10 of 31 EXISTING 8"X10 INCREASER Water Easement per Doc. No. 2001108045 EX. WATER VALVE EX. 3" DOMESTIC WATER LINE O H U EX WL3 3 L v X W E EX WL3 w 0+00.00 EX WL8 9 3 4 2 b r u c x e 3 L X W E 3 L X W E 3 L X W E 0 1 L X W E 3 L X W E 3 L X W E 3 L X W E 0 1 L X W E 0 1 L X W E FIRELANE EXISTING 10" GATE VALVE O H U O H U O H U O H U O H U FIRELANE FIRELANE FIRELANE FIRELANE 3 L X W E FIRELANE NO PARKING - EX. FIRELANE EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 3 L X W E 3 L X W E 0 1 L X W E 0 1 L X W E U H O U H O U H O O H U O H U O H U O H U O H U EX. LIGHT POLE O H U O H U 2 " WATER METER EX. 1 1 O H EX. 3" DOMESTIC WATER LINE U EX WL8 EX WL8 O H U EX WL8 EX WL8 EX WL8 EX WL8 EX WL8 0+50.00 EX WL8 EX WL8 EX WL8 0+62.86 EXISTING 8" D.I. WL PROJECT#2001-0510 WL CROSSING E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 ) I C ( " 8 . X E 8 4 7 , 9 2 9 : D I _ W W W E X W L 8 t n e m e v a P ' 0 3 - r e t t u G d n a b r u C o N E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W W L 6 E X W W L 6 E X W W L 6 6 1 2 7 7 1 : D I _ W W W ) C V P ( " 8 . X E E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 EX WL8 E X W W L 6 E X W W L 6 6 E L X W W W W X L E 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 E X W W L 6 0+40 -0+10 0+00 0+800+84 PROPERTY LINE PROPERTY LINE 70.0' R.O.W. RALPH ABLANEDO DRIVE 23.30 EXISITNG GROUND STA =0+43.96 EL = 684.25 EXISITNG GROUND STA =0+07.31 EL = 684.00 686 684 682 678 676 E l e v a t i o n 680 EXISITNG GROUND STA =0+14.01 EL = 683.00 EXISITNG GROUND STA =0+24.67 EL = 683.00 EXISITNG GROUND STA =0+18.21 EL = 681.90 EXISITNG GROUND STA =0+62.86 EL = 682.00 n o i t a v e l E 680 EX. 3" DOMESTIC WATER LINE EXIST. 8" D.I. CLASS 350 WL @ -1.11% PROJECT #2001-0510 EX. 8" D.I. CLASS 350 WL @-0.27% PROJECT #2001-0510 EXIST. 8" (CI) WWW_ID: 929,748 EXIST. 8" PVC WW FL674.87 STA. 0+44.58 PROJECT #92-0003 674 0+00 0+40 674 0+800+84 686 684 682 678 676 ' H = T " 1 : R E O L A N C S 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I LOC TFD TF SF ADA CITY APPROVAL STAMP THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SP-2022-0364C WATER PLAN & PROFILE 11 of 31 ' H T = " R 1 : O E L N A C S 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I U E U E U E U E 2 X W L E U E C A B s " P riv c . 2 o 0 U H d a i n D li s t e E N e " 5 5 A H L a t e D riv 1 0 0 1 1 LANDUSE: COMMERCIAL ZONING: MF-4-CO E E U U 6 _ I D : 3 4 E 5 2 , 4 U E X W L E 2 X . 2 . 2 5 " ( C I) X W L 2 E 2 X W L E U E C d a e l r o v g r a U E U E 20' DRAINAGE EASEMENT DOC NO: 202400876 END PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 6' 4.4 4 2 0 3 2') 6') 5 4.3 g. 6 5 4.4 1 4 0 0 P 1'E 2 0 4 1 9"E 2 3 1 5 0 ol. 8 o. 2 0°2 4'2 6 c. N er V (S 2°4 er D 6 (S p o p 5"E 1'0 2°4 6 S PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE EX. PULLBOX EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. 7 7 6 EX. 24" RCP @3.32 % DRAINAGE EASEMENT DOC NO: 2021015714 677 EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 678 6 8 0 6 6 8 7 0 9 20' DRAINAGE EASEMENT DOC NO: ____________ 679 U E U E U E 2 X W L E e c n e f l a t 9 e m t e e h s 2 7 0 X W L 6 8 6 U E 8 E 7 6 0 8 6 U E A 2 X W L E E 2 X W L a v ( g r r e r t e a w t e m . x E e l 4 8 3 9 7 6 3 8 3 w S T 2 4 E U f o d n e e c n e f 682 U PROP. 6' PRIVACY E WOOD FENCE ALONG E PROPERTY LINE U U E X W L E 2 X W L E 2 r o a d ) E E U X W L 2 4 5 8 3 S T 2 T 2 4 S 6 0 1 . 5 8 6 0 1 . 5 8 6 1 8 0 8 6 9 7 6 n Filtratio T S d n o P 6 8 1 W W X W L 2 W E 3 3 ') 0 9 . 3 5 X W L 9 . 3 5 g . 6 1 E 0 " E 1 0 P 3 7 " E 5 U E 3 ' 2 ( S 1 1 V 6 ° 2 ' 2 0 o l. 8 1 '2 U 1 ° 8 2 X W L E S E 4 0 6 6 T S 8 0 7 . 5 6 T S 7 6 8 7 6 6 0 8 1 . 5 0 8 6 8 6 7 6 d n o P n o i t a t n e m i d e S 7 8 6 3 8 3 S T 2 4 S T 2 1 8 8 6 1 T S 8 6 1 . 5 0 681 8 8 3 9 8 3 0 9 3 1 9 3 1 8 6 2 9 3 2 8 6 ' W " 3 5 3 1 ° 5 7 N ' 9 6 . 9 5 2 ) ' 0 9 . 9 5 2 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 3 9 . 9 5 2 W " 5 1 7 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' 6 8 2 FIRELANE 6 8 3 n o i t n e t e D d n o P E N A L E R I F 3 9 3 4 9 3 5 9 3 683 680 FIRELANE UE 683 FIR E L A N E w 681 684 E U FIRELANE 685 685 686 686 686 682 FIRELANE FIRELANE U E 682 683 684 U E 6 8 F I R E L A N E H C I R E N Y A W Y R E F F E J 5 683 0 6 0 6 6 1 7 0 0 2 U E d e e D ) e r c A y t n a r r 6 7 9 a W . o N t . l 0 ( a i c e p S n e m u c o D 0 3 6 e g a P 685 0 3 5 8 e m u l o V n i d e b i r c s e d U E 6 8 6 5 7 9 e g a P 5 5 8 8 e m u l o V 687 E N A L E FIR E N A L E FIR 688 E U G A E L N O N N A C M A I L L I W 6 . O N T C A R T S B A 6 8 6 F I R 4 E 8 6 L A N E . c n I , g n i t a e H 6 8 5 f o ) s e r c A i t r n o o p FIR E L A N E e m a y r r l 6 5 2 7 . 7 ( o f d n a g n i d e e D y t n a b m u U E P l r r a W h c i R y e k c i M 6 8 6 7 8 6 E N A L E R I F 6 8 6 FIRELANE 684 E U 685 685 685 FIRELANE 6 8 6 0 6 . 5 8 F . F . 6 F . F . 6 0 8 . 5 8 / E S U O H E R A W 3 1 # . g d l B . p o r P . f . s 0 0 . 9 8 9 , 6 E C A P S E C I F F O 6 9 8 F.F. 688.50 F.F. 6 9 0.5 0 F.F. 6 9 0.5 0 8 4 4 2 e 3' 0 . 0 5 ) ' 8 1 . 0 5 W 4 5 ° 2 7 N ( 4 1 . g P 3 6 . l o V r e p ' ) ' 9 4 . 9 4 W 6 5 ° 2 7 N ( 0 3 6 . g P 0 3 5 8 . l o V r e p ' W " 1 5'5 1 ° 4 7 N X D EXISTING ELECTRIC VAULT MANHOLE TO BE RELOCATED 0 8 6 6 8 1 6 8 2 T 1 O L K A C O L B F . F . 6 N DIVISIO 5 5 1 0 0 1 1 0 B U E S G A R O T E S SID H T U O S o. 2 nt N e m u c o D 683 8 8 6 . 5 F . F . 6 0 E/ S E U U O 0 s.f. G H E A R E O. 6 7.0 A N L 4 - W 0 3 8 . 5 E 7,2 T N O N 1 g. # N C C A A A M C R P p. Bld E S T 0 S 8 . 5 FIC B LIA Pro A F WIL O 0 689 8 8 6 8 e F . F . 6 0 . 5 9 F . F . 6 N09°58'38"E per Doc. No. 2020115774 (N09°58'38"E 186.60') per Vol. 8530 Pg. 630 (N12°09'14"E 187.48') FIR E L A N E 0 6 0 6 6 1 7 0 0 ) e r c U H E E RIC 687 N Y 6 A A 7 0.9 ( 688 Y W R U E E 689 F F E J 690 o. 2 E nt N N A L e E m FIR u c o D 688 FIR E L A N E 0 9 6 691 689 E N 692 A L E FIR 186.60' (186.81') 690 FIR unfenced E L A N E WL3 690 15.4LF OF 6" SDR 26 PVC @ 0.50% U E 6 9 3 2 5 4 2 4 9 6 6 9 4 691 W W6 WW6 691 FIR E L A N E 9 1 6 WL3 FIR E L A N E 6 W W FIR E L A N E 6 W W 0 1 L W 3 L W E N A L E R 0 1 L I 3 W F L W 692 0 1 L W 1 9 3 6 L W E N A L E FIR F I R E L A N E 6 W W 692 1 5 4 2 691 E N A L 3 E L FIR W 694 E U 3 W L E 3 N WW6 L A W L E FIR 691 1 9 6 6 9 2 1 9 6 ete r c 4 n o 9 6 x. c e 43.8LF OF 6" SDR 26 PVC @ 0.57% 2 9 6 3 9 6 5 9 6 PROP. MANHOLE 2 STA =3+57.71 RIM =689.53 FL IN=684.25 6" PVC Pipe FL IN=684.25 6" PVC Pipe FL OUT=684.25 6" PVC Pipe ex, concrete wall 4 9 6 5 9 6 0 5 4 2 60.2LF OF 6" SDR 26 PVC @ 0.50% ex. curb ex curb ex concrete LANDUSE: COMMERCIAL ZONING: MF-4-CO PROP 6 INCH 2-WAY CO 684 FOR SAMPLING AND INSPECTION PORT DET. AW-SPECIAL-07. FL IN=684.42 6" PVC Pipe FL OUT=684.50 6" PVC Pipe PROP. 6 INCH WYE STA=3+56.86 FL IN=684.42 6" PVC Pipe FL IN=684.42 6" PVC Pipe FL OUT=684.42 6" PVC Pipe K R A M H C N E B d n u o 1 9 6 p o T 5 7 d o n o n o = v e E o a r r . . t l f f i i ' 5.5LF OF 6" SDR 26 PVC @ 38.12% PROP 6 INCH C.O. STA=3+52.86 TOP=687.36 FL IN=686.62 6" PVC Pipe FL OUT=686.53 6" PVC Pipe 6 8 4 34.1LF OF 6" SDR 26 PVC @ 0.50% 38.2LF OF 6" SDR 26 PVC @ 0.98% LANDUSE: COMMERCIAL ZONING: LI-CO per Vol. 63 Pg. 14 (S12°18'W 800.49') S09°58'54"W currently undeveloped Volume 63 Page 14 and as shown on plat Volume 4499 Page 919 50' Public Road per EX. 4" WASTEWATER SP-2004-0180C T A C A R T S 4 E e 1 R C g R A a 3 P E G e 6 TIN m T olu A W V Undeveloped 50' Road Volume 4499 Page 919 LANDUSE: COMMERCIAL ZONING: LI-CO C X per Doc. No. 2020115774 (S09°58'38"W 794.19') 5 4 4 2 X X 4 4 4 2 EX. CLEANOUT B X A X X 3 4 4 2 794.19' (794.37') X (S12°19'10"W) S09°58'38"W X 980.79' EX. 4" WASTEWATER SP-2004-0180C 7 4 4 2 PROP 6 INCH 2-WAY C.O. FOR SAMPLING AND INSPECTION PORT DET. AW-SPECIAL-07 SHT 20. FL OUT=684.50 6" PVC Pipe 695 6 4 4 2 d a c p / a d a c p / a EX. 4" WASTEWATER g din SP-2004-0180C x lo k c o d a e EX. CLEANOUT EX. 4" WASTEWATER SP-2004-0180C g din x lo a e k c o d 2 4 4 2 EX WL1 EX WWL4 EX WL1 EX WWL4 EX WL1 EX WL1 EX WL1 EX WL1 EX WWL4 EX WWL4 EX WWL4 EX WL1 EX WL1 EX WWL4 EX WWL4 EX WL1 ex concrete ex concrete wall 694 4 L W W X E 4 L W W X E E X W L 1 E X W L 1 C H 4,123 s.f. FF=696.10 C L Prop. Bldg. #6 O, L 4 7 d WAREHOUSE/OFFICE 7 e 5 D e 1 nty D ) E S SPACE 1 N S E 0 A D E R 2 R L E C 1 Sty. 18' Height 0 B C Y o. 2 4 A H A E 4 A V al W R 6.7 nt N 6.7 U S e m u c o D P L A 0 R r e n e G a r r a 3 1 ( ex curb 695 E X W L 1 E X W L 1 E X W L 1 E X W W L 4 E X W W L 4 E X W W L 4 VAN 694 EX W L3 EX. 4" WASTEWATER SP-2004-0180C EX WL3 693 g lot EX W L10 kin EX WL3 EX WL1 r a alt p EX WL10 h p EX W W L6 EX SSL15 s x a 691 e EX SSL15 EX WWL6 EX WL1 EX W W L6 692 EX WL1 EX W W L4 EX WL1 EX W W L4 690 EX WL1 691 4 3 4 2 3 3 4 2 691 9 EX. ST MH FL: 680.85 6 8 EX SSL15 6 WL3 WL10 8 8 6 WW6 EX SSL15 WL3 WL10 EX SSL15 WL10 690 EX SSL15 9 8 6 691 EX WL10 E X W W L EX SSL15 4 WW6 WW6 0 0 . 0 1 9 8 6 WW6 690 EX. 6" SDR 26 PVC WASTEWATER LINE ex curb SP-2004-0180C EX W W L4 EX WL1 ex concrete 692 99.3LF OF 6" SDR 26 PVC @ 0.50% EX W L3 ex. curb EX. 169.83LF OF 15" HDPE @ -1.00% WL3 WL3 6 L W X E EX WL3 693 EX SSL15 EX. ST MH FL: 682.55 6 9 2 EX. 6" SDR 26 PVC WASTEWATER LINE SP-2004-0180C 6 9 1 b r u c x e 690 E X S S L 1 5 EX. 4" WASTEWATER SERVICE LINE 688 SP-2004-0180C b r u c x e 689 E X S S L 1 5 E X W L 1 PROP 4 INCH 2-WAY CO FOR SAMPLING AND INSPECTION PORT ON EXISTING WASTEWATER LINE DET. AW-SPECIAL-07 SHT 20. EX W L3 EX WL3 EX WL3 EX WL3 v 5 6 9 4 L W W X E 5 9 6 e t e r c n o c x e EX WL1 EX WL10 25' Utility Esmnt' 1 5 L 9 W 6 EX WWL6 X E 6 9 5 EX WWL6 6 L W X E 6 L W X E 1 L W X E 6 L W W X E 4 L W X W E 6 9 5 EX WWL4 EX WWL4 EX WL1 EX W W L6 EX W L3 EX W L10 EX WL1 EX W W L6 694 EX W L3 EX W L10 EX WL1 EX W W L6 6 EX WWL6 9 4 ex curb d a c p / a 4' Sdwk. ex curb 6 9 4 6 9 3 6 9 4 v EX WL3 6 9 3 5 3 4 2 C H 6 9 2 C H e t e r c n o c x e alt h p s x a e e t e r c n o c x e . k w d S ' 4 6 9 1 6 9 0 691 b ete sla r c n o x c e 690 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL3 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX WL10 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX SSL18 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 EX WWL6 6 9 2 g lot kin r a alt p 691 6 9 2 EX WWL6 h p s x a EX. MH e FL: 680.47 692 C H E X W L 1 E X ex concrete W W L 6 ex curb E X W W L 6 1 L W EX WWL6 X E 1 L W X ex curb E 6 L W W X E 6 3 4 2 E X v W EX WL3 L 6 689 ex concrete E X W L 1 ex curb 688 EX WL10 E X W W L 6 E X W W L 6 688 ex curb 688 OHU X OHU OHU X OHU X O H U OHU OHU X OHU OHU X OHU X OHU X LANDUSE: COMMERCIAL ZONING: CS-CO EX WL6 EX WL6 EX WL6 E X W L 8 E X W L 8 E X W L 8 E X W L 8 8') 1.1 3'W 5 1"W 7'5 8' 0.9 U 1 ° H 5 7 O 6 N 2 ° 5 6 N ( G NIN GIN F E O C A L P E B U H O LANDUSE: COMMERCIAL ZONING: LI-CO OHU X OHU X 687 9 4 r e 9 g. .E. p P 7 9 9 U . P 6 ol. 5' V 687 U H O 70.62' S25°50'04"W X W W L 6 E E X W L 8 E X W L 8 OHU e t e r c n o c x e b r u c x e 6 8 6 x inlet e EX SSL18 8 3 4 2 ex curb 9 3 4 2 O H U v w EX WL3 0+00.00 EX WL8 O H U EX WL8 b r u c x e 5 4 0 8 0 1 1 0 0 r e nt p e m e s a r E ate W o. 2 c. N o D 686 EX WL3 EX WL10 EX WL3 6 8 5 E X W EX WL3 W L 6 EX SSL18 EX WL3 686 EX SSL18 686 6 8 5 EX WL10 g lot EX WL10 kin 6 8 5 r a alt p EX. CO 6 8 4 SP-99-2213C h p s x a e EX WWL6 683 X W W L 6 E 3 8 8 2 2 0' 1.3 8 H RIM 6 X W _ID: 1 W L 6 X. M E W W W O H U 6 8 4 683 ete r c EX WWL6 n O o H x c U e g vin a EX WWL6 e of p g d e O H U 1') 4.8 6 W 2 " 8 1'3 2 ° 5 6 N ( 6' 4.7 6 2 W O " H 3 9'5 U 3 ° 7 6 N b r u x c e 6 8 3 n k c o x r e n sig nt Statio EX. 30 LF - 6" PVC WW @ 4 0 g. 2 e 1.0% m 1 P uip 3 q 3 r E ol. 8 nt fo r V e m e p e s a E EX. MH #: 122883 O H U RIM: 681.30' SP-99-2213C 5 1 4 2 682 nt e m e v a e of p g d e E X W W L 6 E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 E X W W L 6 E X W W L 6 E X W L 8 E X W L 8 6 1 2 7 7 ) C V P _ID: 1 X. 8" ( E E E E E E E E E E L 8 L 8 L 8 L 8 L 8 X W X W W W W W W W X W W L 6 X W W L 6 0+50.00 EX WL8 X W W L 6 CI) " ( X W X. 8 8 E 4 9,7 2 X W _ID: 9 t 0+62.86 n e X W m e v a P 0' 3 - r e t t u G d n a b r u C o N X W X W X W L 8 L 8 L 8 E E E LANDUSE: SINGLE FAMILY ZONING: GR-MU g din x lo a e k c o d 9 8 8 8 6 6 ete r c n o x c e EX WL3 687 g lot kin r EX WL10 a alt p EX SSL18 h p EX WWL6 s x a e 687 6 8 9 9 4 r e 5' P.U.E. p g. 9 7 P 9 9 ol. 6 V C H C H d a c p / a b r u c x e e t e r c n o c x e 6 8 8 6 8 7 6 8 6 v b r u c x e 6 B i c y c l e S p a c e s 7 3 4 2 ex concrete E X W L 1 E X W L 1 E X W W L 6 ex concrete ex curb 686 EX WL10 E X W W L 6 E X W W L 6 688 8 1 L S S X E 688 688 688 8 1 L S S X E 686 ete 684 r c n 682 o x c e 680 n ntio ete d d n o p l l a w e t e r c n o c x e caged rock 6 8 6 6 8 8 6 8 8 8 1 L S X S E 686 x inlet e 688 688 ete 688 r c n o x c e all w 6 8 6 6 8 4 c. n o x c e 6 8 8 6 8 8 6 8 6 8 8 6 6 8 5 6 8 4 6 8 6 6 8 5 6 8 4 7 1 4 2 6 8 8 6 8 8 s e x o ailb x m e 685 684 6 8 3 6 B i c y c l e S p a c e s 683 8 1 L S X S E x inlet e 685 ex curb 6 1 4 2 ex curb 685 e t e r c n o c x e L I - C O ex curb ex concrete 1 8 6 680 682 684 686 685 8 1 L 688 X S S E 688 6 8 6 e n a p o r x p e 5' P.U.E. per Vol. 7604 Pg. 851 6 8 5 25' COMPATABILITY SETBACK k n ta d a c p / a EX SSL18 OHU X EX SSL18 EX SSL18 OHU EX SSL18 OHU X EX SSL18 X EX SSL18 OHU EX WL1 EX WL1 EX WL1 ww O H U EX WL6 EX WL6 EX WL6 WWW_ID: 1181083 EX WL6 E X W W L 6 E X W L 8 EX WL6 EX WL6 c. n o x c e g x utility uildin et bin a e EX WWL6 c b EX WWL6 EX SSL18 X OHU O H U EX WWL6 EX WWL6 W o o d 6 ' E x . i v a c y F e n c e P r ete a d n u o r e y wir u g r c n o x c e T 3 O L T 2 O L T 1 O L LOC TFD TF SF ADA X OHU X ex curb 3 9 693 e t e r c n o c x e b r u c x e C H b r u c x e e t e r c n o c x e L I - C O 692 1 9 6 6 6 2 9 690 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E 688 8 1 L S S X E 8 1 L S S X E x inlet e 8 1 L S S X E 690 EX WWL6 6 9 8 ete r c n o x c e l l a w e t e r c n o c x e g din x lo a e k c o d 689 b r u c x e 688 l l a w e t e r c n o c x e 8 8 6 8 8 6 8 8 6 ete r c n o x c e 688 T 7 O L EX. 4'x4' GRATE INLET EX. TOP OF GRADE: 687.25 ex loading dock OHU X OHU X OHU OHU X SF d SF a c p / a OHU X OHU X 8 1 4 2 SF 688 x inlet e 686 EX SSL18 688 EX SSL18 688 OHU 685 X 684 OHU 686 685 OHU 684 X EX SSL18 EX SSL18 688 EX SSL18 688 686 686 685 685 OHU X 684 764.27' N05°49'25"E (N08°08'16"E 763.99') OHU 684 W o o d 6 ' E x . P r i v a c y F e n c e 688 688 688 688 686 X 685 OHU 684 686 685 684 X 686 OHU 685 684 686 OHU X 685 685 684 683 686 X OHU 688 688 EX SSL18 685 684 OHU 688 6 8 4 EX SSL18 686 EX SSL18 685 684 X OHU 8 T 1 O L K A C O L B 7 T 1 O L 6 T 1 O L 4 T 1 O L 2 T 1 O L 1 T 1 O L 0 T 1 O L T 9 O L T 8 O L W o o d 6 ' E x . P r i v a c y F e n c e 3 T 1 O L 5 T 1 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D T 6 O L T 5 O L LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO T 4 O L 4 9 3 0 0 6 0 0 S N E D R A E G o. 2 G nt N RID K e m R A u P c o D PROP 6 INCH 2-WAY CO 5.81 FOR SAMPLING AND INSPECTION PORT DET. AW-SPECIAL-07 SHT 20. FL OUT=687.00 6" PVC Pipe 6 3 8 2 8 6 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 691 690 Prop. Bldg. #12 691 WAREHOUSE/ OFFICE SPACE 5,255.00 s.f. F.F. 692.00 5 5 1 0 0 1 1 0 4 7 7 5 1 1 0 2 0 o o p o. 2 o. 2 c. N c. N er D er D p 8') 0' 7.9 7.8 4 4 0"E 3 3 3"E 8'0 3'2 0°4 3°0 6 (S 6 S 9 5 4 2 8 5 4 2 8 6 9 7 5 4 2 PROP 6 INCH C.O. STA=2+97.50 TOP=684.49 FL IN=683.95 6" PVC Pipe FL OUT=683.95 6" PVC Pipe S T1 2 6 5 4 2 0 6 4 2 53.6LF OF 6" SDR 26 PVC @ 0.50% PROP. 6 INCH C.O. STA=2+43.91 FL IN=683.68 6" PVC Pipe FL OUT=683.68 6" PVC Pipe n k c o r d e g a c . x e 5 8 6 0 8 6 7 7 6 682 5 8 6 8 SL1 X S E 7 7 6 7 6 8 6 0 9 BEGIN PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE X X N05°30'27"E 57.74' (N07°49'20"E 57.76') X ipf W o o d 6 ' E x . P r i v a c y F e n c e X X LANDUSE: COMMON AREA ZONING: SF-4A-CO 6 3 T O L 9 T 1 O L 6 691 W F I R 0 1 6 9 2 L 3 W L W W 690 E L A N E 691 690 WL10 WL3 4 5 4 2 WW6 1 9 6 3 5 4 2 0 9 6 5 5 4 2 EX. ST MH FL: 679.70 690 9 0 6 ST12 ST12 685 691 4 2 L S S X E 4 2 L S S X E x. a e 690 WW6 691 WL3 WL10 15' Private Utility Esmnt' WW6 EX SSL18 g lot kin r a alt p STA =1+07.91 h p END ENCASEMENT s EX SSL18 2 3 4 2 691 STORM CROSSING EX TOP OF STORM: 681.72 PROP 6" WW FL: 684.21 690 690 144.6LF OF 6" SDR 26 PVC @ 0.50% ete r c n o x. c e WL3 WL10 690 EX. 115.10LF OF 18" HDPE @ -1.00% 689 689 WL3 WL10 EX SSL18 WW6 EX SSL18 WW6 ex curb 0 0 g. 2 4 P WL3 WL10 EX SSL18 2 6 ol. 8 er V WW6 5' P.U.E. p 8 7 8 8 6 10' OF 12" STEEL ENCASEMENT CASING THICKNESS 1/4 DET. 501-AW-01 b r u c x e 1 3 4 2 STORM CROSSING EX TOP OF STORM: 682.59 ex curb PROP 6" WW FL: 683.48 0 3 4 2 8 1 L S S X E 8 1 L S S X E 8 1 L S S X E 9 1 4 2 EX. 83.69LF OF 24" HDPE @ 1.10% 680 atio x. Filtr e n ntio ete x. d e d n o p n 678 e ntatio EX. 18" HDPE dim x. s EX. HW FL: 678.00 e e all ete w r c n o x. c e EX. 18" HDPE EX. HW FL: 678.00 b r u c . x e 688 4 2 L S S X E 4 2 L S S X E 686 x.inlet e EX SSL18 e t e r c n o c . x e EX. 24" HDPE PROP. 6 INCH. C.O. STA=0+99.29 FL IN=682.95 6" PVC Pipe ex curb FL OUT=682.95 6" PVC Pipe EX. 85.60LF OF 18" HDPE @ -1.00% 8 2 4 2 6 8 7 ex curb 8 1 L S S X E 686 ex. concrete STA =0+99.84 BEGIN ENCASEMENT e t e r c n o c x e ex curb ex inlet EX. 4'x4' GRATE INLET EX. TOP OF GRADE: 685.50 FL: 678.78 6 2 4 5 2 2 4 2 7 2 4 2 EX. 10' CURB INLET FL: 681.71 0 2 4 2 1 2 4 2 X X N06°00'34"E 206.31' (N08°18'00"E 206.39') 2 4 2 9 2 2 4 2 3 2 4 2 X 4 2 4 2 W o o d 6 ' E x . i v a c y F e n c e P r OHU X 25' COMPATABILITY SETBACK 5' P.U.E. per Vol. 8624 Pg. 200 OHU PROP. MANHOLE 1 BEGIN PROP. 6" WWL STA=0+00.00 OHU X RIM =±690.90 PROP. 6" FL IN=682.45 EX. 6" FL OUT=682.35 CONTRACTOR TO VERIFY EX. FL. BEFORE CONNECTION P O N D LANDUSE: SINGLE FAMILY ZONING: SF-4A-CO E X W W L 6 9 9 3 9 2 E ) C V P X W _ID: 2 W L 6 X. 8" ( W W W E E L 8 X W CI) X. 8" ( 5 E X W 5 4,9 4 _ID: 5 E L 8 E X W W L 6 E X W W W W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 E X W L 8 CITY APPROVAL STAMP WASTEWATER COLLECTION PLAN THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 12 of 31 SP-2022-0364C EX. 4' x4' AREA INLET T/ INLET 679.00 24" FL: 672.59 E X W L 2 6 8 0 W 2 6 E X 7 8 L EX. 24" RCP SOUTH CONGRESS APARTMENTS PROJECT # SP-2019-0213C CUNNINGHAM-ALLEN INC CURTIS L . MORRISS P.E. E X E X L 2 W W 2 L e ta l f e E X L 2 W 6 7 9 CONNECT TO EX. AREA INLET 24" RCP FL: 672.69 e t m e h s e c n E X W L 2 6 8 0 23.4LF OF 24" RCP @ 1.19% FL=672.87' FITTING SHALL BE PRE-FABRICATED e TW 682.00 BW 680.50 d o f n c n f e e 4 2 T S 4 2 T S 4 2 T S E X W L 2 E X W L 2 E X W L 2 20' DRAINAGE EASEMENT DOC NO: ____________ 679 7.0LF OF 24" RCP @ 1.28% a t e r e t e r E x. w m PROP. MANHOLE #2 STA=2+00.70 TOP=680.29 FL IN=672.96 24" RCP FL OUT=672.96 24" RCP w 4 2 T S 4 2 T S 4 2 T S 4 2 T S 4 2 T S 4 2 T S 4 14 6 8 1.5 0 3:1 3:1 6 8 1.5 0 2 8 6 TC 682.50 TP 682.00 PROP. 6" PERFORATED PVC 1% SLOPE S T 6 6 8 1 1:1 ROCK WALL SEE NOTE * TW 681.50 TW 681.50 BW 677.50 6 8 1 TOP77.50 FL 675.20 4.00 6 8 0 S T 6 S T 6 TOP77.50 FL 675.34 S T 6 Filtration Pond S T 6 PROP. 6" SOLID PVC 1% SLOPE 6 7 9 TOP77.50 FL 675.00 PROP. 6" SOLID PVC 1% SLOPE 6 7 8 ST6 ST6 S T 6 TOP77.50 ST6 FL 675.10 6 7 7.5 0 S T 6 PROP. 6" PERFORATED PVC 1% SLOPE 4:1 SAND EL 677.50 E X W L 2 E X W L 2 E X W L 2 A ( E X W L 2 g E X W L 2 r E X W L 2 a E X W L 2 v E X W L 2 e E X W L 2 3 8 3 4 8 3 E X W L 2 l r E X W L 2 o E X W L 2 E X W L 2 a E X W L 2 60.7LF OF 24" RCP @ 1.75% d E X W L 2 ) E X W L 2 E X W L 2 4 2 T S 4 2 T S 4 2 T S 4 2 T S 6 T S 6 T S 4 2 T S 4 2 T S 5 8 3 24" FL 673.45 6" FL 674.50 ADD 6" PVC SCREW DRAIN PLUG & DRILL 0.78" DIAMETER ORIFICE SEE DETAIL 7 SHEET 14. 4 2 T S 4 2 T S ST6 ST6 ST6 6 8 0 "TOPS OF ALL CLEANOUTS TO BE FLUSH WITH TOP OF THE SAND BEND" SEE MAJOR MAINTENANCE REQUIREMENTS ON SHEET 14 1:1 ROCK WALL 1:1 ROCK WALL * E.C.M. 1.6.3. B.(7) - GROUTED ROCK WALLS - GROUTED ROCK WALLS ARE ACCEPTABLE ONLY IF THE DESIGN INCLUDES AN IMPERMEABLE BARRIER SUCH AS AN APPROVED GEOMEMBRANE LINER OR REINFORCED CONCRETE RETAINING WALL. FREE STANDING DRY STACKED ROCK WALLS ARE NOT ACCEPTABLE IN ANY SCM. E X W L 2 E X W L 2 PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE E X E X L 2 W W 47.8LF OF 24" RCP @ 1.73% ( S 1 6 ° 0 V ol. 8 L 2 S 1 8 ° 1 E X W L 2 1'2 E X W L 2 7"E E X W L 2 E X W L 2 5 3 2'2 0"E 1 0 P g. 6 1 5 E X W L 2 9.3 3' 5 9.3 3 0 3') 6 LANDUSE: COMMERCIAL ZONING: MF-4-CO 13 E X L 2 W E X W L 2 N O R T H S C A L E : 1 " = ' 8 4 7 8 7 X T , I N T S U A 8 1 0 0 - 6 0 3 ) 2 1 5 ( : H P 0 2 2 . E T U S I , D R A C A H C N E M B 1 0 5 9 8 1 0 1 0 0 - F # M R F E P B T I I L V C I I N T S U A . C N I , I G N R E E N G N E I T.O.W. EL: 681.50 WQ ELEV:680.88 2' x 1' WINDOW EL: 678.00 V=1.36 fts 30' WEIR EL: 680.85 EL: 678.10 100 YEARS ELEV:681.44 25 YEARS ELEV:680.78 10 YEARS ELEV:680.20 2 YEARS ELEV:679.11 EL: 677.00 3 14 2 SPLITTER BOX SECTION Scale: NTS 5.00 5.00 EL 681.50 100 YEARS ELEV:681.44 25 YEARS ELEV:680.78 10 YEARS ELEV:680.20 2 YEARS ELEV:679.11 0.50' WEIR FL 679.11 EL 681.50 NOTE: THE TOTAL LENGTH OF THE WEIR IS 0.68' #4 REBAR @ 12" O.C.E.W. 12" 12" 0.18' WEIR FL 675.75 0.18' WEIR FL 675.75 4 DETENTION OUTFALL STRUCTURE Scale: NTS 18" HDPE FL 675.65 18'' HDPE ACCESS. REFER TO SHEET 14 DETAIL 662S-2 ACCESS. REFER TO SHHET 13 DETAIL 662S-2 TP 681.25 6 8 2 4.00' CURB CUT TP 981.25 ACCESS. REFER TO SHHET 13 DETAIL 662S-2 6 8 3 TC 682.75 TP 682.25 1:1 ROCK WALL TW 681.50 EL 677.50 EL 677.50 EL 677.60 EL 677.60 TOP77.50 FL 674.87 1 14 Sedimentation Pond 6 7 8 2 14 4:1 678.00 676.00 FL: 675.75 ST18 4 13 678.50 TW 681.50 TW 681.50 BW 676.00 (VARIES) BW 676.00 (VARIES) 677.00 Detention Pond 676.50 BW 677.00 6 8 1 1:1 ROCK WALL 1:1 ROCK WALL 1 13 4:1 3 13 2 9 3 6" C.O. TOP 681.50 SEE NOTE 1 4 2 T S 3:1 4.00 4 2 T S 4 2 T S 6 8 0 6 8 0 1.5 TW 681.50 BW 676.00 ST18 4 2 T S ST18 6 8 1 ST18 6 8 1.5 0 4 2 T S 4 2 T S 6 8 3 PROP. MANHOLE #1 STA=1+64.33 TOP=681.00 FL IN=674.85 24" RCP FL IN=675.35 18" RCP FL OUT=674.85 24" RCP 7 8 3 20.3LF OF 18" HDPE @ 1.97% 4 2 T S 4 2 T S 4 2 T S 1 8 6 8 8 3 0 9 3 9 8 3 1 9 3 TW 681.50 BW 676.00 W E X W L 2 W W E X W L 2 E X W L 2 _ID: 3 E X W L 2 6 2,4 E X W L 2 E X W L 2 5 4 E E X W L 2 E X W L 2 X. 2.2 E X W L 2 5" ( CI) E X W L 2 E X W L 2 g r a v el r o a d E X W L 2 C E X W L 2 E X W L 2 E X W L 2 E X W L 2 END PROP. 6' PRIVACY WOOD FENCE ALONG PROPERTY LINE 20' DRAINAGE EASEMENT DOC NO: 202400876 PROP.4'X4' AREA INLET STA=1+28.49 TOP=680.33 FL OUT=675.25 24" RCP 42.7LF OF 24" RCP @ 0.94% liste in D o d a c. 2 s " P LOC 0 1 1 TFD riv ate D TF riv SF 1 0 0 e" 5 5 ADA 2'x1' OPENING ELEV: 678.00 0.50 TW 681.50 TP 681.25 4.00 678.10 30.00 WEIR ELEV: 680.85 ACCESS. REFER TO SHHET 13 DETAIL 662S-2 2 12 4'x4' ROCK RUBBLE DETAIL 3, SHEET 13 Sedimentation Pond 2'x1' OPENING ELEV: 678.00 6 8 0 6 8 1 . 5 0 6 7 8 TW 681.50 0.50 TW 681.50 EL 675.75 678.10 677.00 19.82 Detention Pond 0.50 TW 681.50 6 8 2 ROCK RUBBLE 6.00 S T 1 8 3 MORTARED ROCK WALL Scale: NTS 1 SPLITTER BOX Scale: 1:10 “ALL POND BOTTOM, SIDE SLOPES AND EARTHEN EMBANKMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH COA STANDARD SPECIFICATION.” “EXPANSION JOINTS ON FREESTANDING WALLS SHALL HAVE WATERTIGHT SEALS AS NEEDED.” THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CITY APPROVAL STAMP WATER QUALITY AND DETENTION POND PLAN 13 of 31 SP-2022-0364C