7.1 - 810 W 11th St - Site Plan — original pdf

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TRAVIS COUNTY, TEXAS T. J. CHAMBERS SURVEY, A-7 ALTA/NSPS LAND TITLE SURVEY W/ TREES 0.153 ACRE (6,678 SF) OF LAND, BEING A PORTION OF OUTLOT 5, DIVISION "E" OF THE GOVERNMENT OUTLOTS ADJOINING THE ORIGINAL CITY OF AUSTIN, TRAVIS COUNTY, TEXAS, ACCORDING TO THE PLAT ON FILE AT THE GENERAL LAND OFFICE OF THE STATE OF TEXAS D R A V E L U O B K E E R A L C O H S WEST 12TH STREET SITE E U N E V T A S E W WEST 11TH STREET VICINTY MAP (NOT TO SCALE) A NATIONAL ASSOCIATION OF SOCIAL VOL. 10078, PG. 19 R.P.R.T.C.T. CALLED 0.555 ACRE TDC WEST TWELFTH LP DOC. #2019150413 O.P.R.T.C.T. 0 20 40 SCALE: 1" = 20' UTILITY AND IMPROVEMENT NOTE: ONLY SURFACE EVIDENCE OF UTILITIES AND IMPROVEMENTS ARE SHOWN ON THIS SURVEY. BEARING BASIS & HORIZONTAL DATUM: TEXAS COORDINATE SYSTEM, GRID NAD '83 (CENTRAL ZONE 4203) PORTION OF OF OUTLOT 5, DIVISION "E" 809 WEST 12TH STREET LLC DOC. #2019185329 O.P.R.T.C.T. (S70° 26'E 46') S73° 13' 42"E 46.00' OHE OHE ASPHALT PP OHE (S70° 26'E 50') S73° 13' 42"E 50.00' // FROM WHICH A PINCHED 1/2" IRON PIPE FOUND BEARS S73° 13' 42"E, 0.49' NG FROM WHICH A 1/2" IRON ROD FOUND BEARS S15° 39' 19"E, 0.23' E H O BRICK PARKING [CALLED 0.405 ACRE] CJI PROPERTIES INC. VOL. 11554, PG. 1380 R.P.R.T.C.T. / / / / / / / / / / / / / / 0.5' CONC. CURB ASPHALT PARKING 0.5' CONC. CURB 1851 E H O 1850 E H O 4.7' 18.1' ' 1 . 8 0.3' ' 1 . 8 EM 12.4' 10.9' 1849 / / AC ) ' 2 . 5 4 1 W ° 9 1 S ( ] ' 2 2 . 5 4 1 ' W 6 0 ° 9 1 S [ ' 2 1 . / / 5 4 1 E " 1 5 ' 8 0 ° 6 1 N / / NG / / ' 5 . 9 3 0.153 ACRE 6,678 SF A 5 . 9 3 ' 1-STORY BRICK BUILDING ' 1 0 . 5 4 1 W " 2 5 ' 6 0 ° 6 1 S ) ' 5 0 . 5 4 1 E ° 9 1 N ( T L A H P S A Y A W E V R D I 2.8' 32.8' GM 10.5' 1848 / / / / / / 1.0' ' 8 . 4 1 CONC. PORCH CONC. STEPS 1847 NG 1.0' ' 8 . 4 1 ' 8 . 4 2 E H O NG I Y E L L A N T S U A F O Y T C I ) W O R ' 0 2 ( ) ' 5 7 . 4 4 1 W ° 9 1 S ' 8 8 . 4 4 1 W " 8 2 ' 0 1 ° 6 1 S ' ' 5 4 1 x 0 5 D E L L A C S N A V E . T N O J & K S U L G A R C I . E 5 1 4 8 5 1 3 0 0 2 # . C O D . . . . T C T R P O . . CALLED 50'x145' TRACT GIBLIN SMITH REAL ESTATE INVESTMENTS, LLC DOC. #2011190752 O.P.R.T.C.T. 10c BOUNDARY LINE AGREEMENT VOL. 699, PG. 66 D.R.T.C.T. FROM WHICH A 1/2" IRON PIPE FOUND BEARS S16° 10' 28"W, 0.25' (N70° 43'W 50') 49.85' S73° 22' 04"E 98.98' 49.13' P.O.B. N73° 28' 49"W 176.27' [N70° 43'W 176.11'] BRICK WALKWAY OHE L1 WV 1846 OHE WM CO OHE CURB INLET WWMH CONC. CURB & GUTTER WEST 11TH STREET (60' ROW - ASPHALT ROAD) (SEE VOL. 218, PG. 473, D.R.T.C.T.) 10a 810 WEST 11TH STREET AUSTIN, TEXAS 78701 APRIL, 2024 PROJECT NO. 0282-002 ENGINEERING & SURVEYING TBPELS FIRM # 10194507 AND FIRM # F-15324 5207 AIRPORT BOULEVARD AUSTIN, TEXAS 78751 (512)394-1900 SHEET OF 1 2 LINE TABLE LINE # DIRECTION LENGTH L1 N73° 22' 04"W 46.08' (S70° 43'E) (46') SITE PLAN EXEMPTION FOR DEMOLITION1,849 SF EXISTING BUILDINGFOOTPRINT TO BE DEMOLISHED58 LF TREE PROTECTIONFENCING PER 610S-246 LF MULCH SOCK PERDETAIL 648S-1EXISTING 5/8 (#24002785) WATERMETER TO BE RETURNED TO AW FORCREDIT. SERVICE LINE TO BETEMPORARILY CUT & PLUGGED ONPRIVATE PROPERTY WITHIN 5' OFPROPERTY LINE PER DETAIL 520S-2NOTES: 1. ALL TREES WITHIN LIMITS OFCONSTRUCTION TO BE PROTECTED BYCONTRACTOR PER COA STANDARD NOTES& DETAILS.EXISTING WASTEWATERSERVICE LINE TO BE CAPPEDON PRIVATE PROPERTY WITHIN5' OF PROPERTY LINE PERDETAIL 520S-2CONCRETE WASHOUT, SPOILS,DUMPSTER, TOILETS TO BE RELOCATEDAS NEEDED BY CONTRACTOR39 LF TREE PROTECTIONFENCING PER 610S-282 LF TREE PROTECTION FENCINGPER 610S-2SITE PLAN EXEMPTION FOR DEMOLITIONPRIOR TO DEMOLITION,CONTACT AE CUSTOMERSERVICE FOR DISCONNECTIONOF ELECTRICAL SERVICES AT512) 494-9400.EXISTING GAS SERVICE TO BECUT & PLUGGED AT PROPERTYLINE. CONTRACTOR TOCOORDINATE WITH TEXAS GAS.CONTRACTOR TO UTILIZE EXISTINGDRIVEWAY TO ACCESS SITE DURINGDEMOLITION93 LF MULCH SOCK PERDETAIL 648S-193 LF MULCH SOCK PERDETAIL 648S-1DIRECTION OF FLOW POSTS ANCHOR POSTS OR EARTH ANCHORS PLACE ADDITIONAL MULCH MATERIAL TO FILL SEAM BETWEEN THE SOCK AND THE GROUND EXTEND 600 mm (2'-0") MINIMUM BEYOND INLET OPENING AT EACH END 75 mm (3") OVERLAP AT FILTER SPLICES VARIES 50 mm X 100 mm-MW9XMW9 (2" X 4" -W1.4X1.4) WIRE FABRIC STRUCTURE F L O W 12" 15 m (50') MIN. GRADE TO PREVENT RUNOFF FROM LEAVING SITE EXISTING GRADE 200 mm (8'') MIN. ROADWAY CUT AWAY OF FILTER FABRIC FLOW 9.1 kg (20 lb) SANDBAGS AT 1 m (3') O.C. MINIMUM 100 mm (4") HIGH CLEAR OPENING 9.1 kg (20 lb) SANDBAGS AT 1 m (3') O.C. SEE NOTE 1 PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY PROFILE 15 m (50') MIN. R.O.W. PLAN VIEW NOTES: 1. 4" OR 3 8" CONCRETE SCREWS. THE 8" CONCRETE SCREWS SHALL BE ATTACHED TO THE GUTTER BY DRILLING AN TO HOLD THE FILTER DIKE IN PLACE, 9.1 KG (20 LB) SANDBAGS BE USED AT 1 m (3') O.C. WHERE MINIMUM CLEARANCES CAUSE TRAFFIC TO DRIVE IN THE GUTTER, THE CONTRACTOR MAY SUBSTITUTE A 25 mm X 100 mm (1" X 4") BOARD, SECURED WITH 1 4" OR 3 1 APPROPRIATE PILOT HOLE WITH A CONCRETE BIT AND INSERT PLASTIC FASTENERS. THE TOP OF THE SCREW SHALL BE RECESSED BELOW THE TOP OF THE BOARD. THE SCREWS SHALL BE PLACED ON 1 m (3') O.C. THIS METHOD IS USED IN LIEU OF SANDBAGS, IN THE GUTTER ONLY, TO HOLD THE FILTER DIKE IN PLACE. UPON REMOVAL, EITHER LEAVE THE PLASTIC FASTENERS IN PLACE, OR REMOVE THE PLASTIC FASTENERS. CLEAN ANY DIRTDEBRIS FROM THE SCREW LOCATIONS. APPLY CHEMICAL SANDING AGENT AND APPLY NON-SHRINK GROUT FLUSH WITH THE SURFACE OF THE GUTTER. THIS METHOD SHALL NOT BE USED ON THE INLET IN THE LIEU OF SANDBAGS. A SECTION OF FILTER FABRIC SHALL BE REMOVED AS SHOWN ON THIS DETAIL OR AS DIRECTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. FABRIC MUST BE SECURED TO WIRE BACKING WITH CLIPS OR HOG RINGS AT THIS LOCATION. 2. 3. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES 50 mm (2"). 4. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL EVENT AND IMMEDIATELY REMOVE THE INLET PROTECTIONS IF THE STORM WATER BEGINS TO OVERTOP THE CURB. INLET PROTECTION SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED 5. CITY OF AUSTIN DEPARTMENT OF WATERSHED PROTECTION AND DEVELOPMENT REVIEW FILTER DIKE CURB INLET PROTECTION NOTES: 1. STONE SIZE: 75-125 mm (3-5'') OPEN GRADED ROCK. 2. LENGTH: AS EFFECTIVE BUT NOT LESS THAN 15 m (50'). 3. THICKNESS: NOT LESS THAN 200 mm (8''). 4. WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESSEGRESS. 5. WASHING: AS NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND DRAINS INTO AN APPROVED TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AS WELL AS REPAIR AND CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP SEDIMENT. ALL SEDIMENTS THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 7. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. CITY OF AUSTIN CITY OF AUSTIN WATERSHED PROTECTION DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE RECORD COPY SIGNED BY HENRY CASAS 1207 ADOPTED THE ARCHITECTENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 628S-2 RECORD COPY SIGNED BY J. PATRICK MURPHY 52300 ADOPTED THE ARCHITECTENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. E. WHEN REQUIRED, NATIVE PLANT SEEDING SHALL COMPLY WITH REQUIREMENTS OF THE CITY OF AUSTIN ENVIRONMENTAL NOTES: CRITERIA MANUAL, ITEMS 604S AND 609S. INLET APPENDIX P-1 - EROSION CONTROL NOTES (MAY 5, 2017) GERMINATION OF WARM-SEASON SEED TYPICALLY REQUIRES SOIL TEMPERATURES OF 60 TO 70 DEGREES. 1. 2. THE CONTRACTOR SHALL INSTALL EROSIONSEDIMENTATION CONTROLS AND TREENATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITE PREPARATION WORK (CLEARING, GRUBBING OR EXCAVATION). THE PLACEMENT OF EROSIONSEDIMENTATION 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: a. b. c. d. e. f. INSTALLATION SEQUENCE OF CONTROLS (E.G. PERIMETER CONTROLS, THEN SEDIMENT BASINS, THEN TEMPORARY STABILIZATION, THEN PERMANENT, ETC.) PROJECT PHASING IF REQUIRED (LOC GREATER THAN 25 ACRES) SEQUENCE OF GRADING OPERATIONS AND NOTATION OF TEMPORARY STABILIZATION MEASURES TO BE USED SCHEDULE FOR CONVERTING TEMPORARY BASINS TO PERMANENT WQ CONTROLS SCHEDULE FOR REMOVAL OF TEMPORARY CONTROLS 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). 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. D. PERMANENT EROSION CONTROL SHALL BE ACCEPTABLE WHEN THE GRASS HAS GROWN AT LEAST 1½ INCHES HIGH WITH A MINIMUM OF 95 PERCENT FOR THE NON-NATIVE MIX, AND 95 PERCENT COVERAGE FOR THE NATIVE MIX SO THAT ALL AREAS OF A SITE THAT RELY ON VEGETATION FOR STABILITY MUST BE UNIFORMLY VEGETATED, AND PROVIDED THERE ARE NO BARE SPOTS LARGER THAN 16 SQUARE FEET. TABLE 2: HYDROMULCHING FOR PERMANENT VEGETATIVE STABILIZATION MATERIAL DESCRIPTION LONGEVITY TYPICAL APPLICATIONS APPLICATION RATES BONDED FIBER MATRIX 10 TACKIFIER 80 ORGANIC DEFIBRATED FIBERS 6 MONTHS FIBER REINFORCED MATRIX (FRM) 65 ORGANIC DEFIBRATED FIBERS 25 REINFORCING FIBERS OR LESS 10 TACKIFIER ON SLOPES 2:1 AND EROSIVE SOIL CONDITIONS 2,500 TO 4,000 LBS PER AC (SEE MANUFACTURERS RECCOMMENDATIONS) UP TO 12 MONTHS ON SLOPES UP TO 1:1 AND EROSIVE SOIL CONDITIONS 3,000 TO 4,500 LBS PER AC (SEE MANUFACTURERS RECOMMENDATIONS) 10. DEVELOPER INFORMATION: OWNER ___________________________________________ 84 EAST JV LLC () - (512) 394-1900 PHONE ______________ ADDRESS _______________________________________________ 504 W 24TH STREET, SUITE D, AUSTIN, TX 78705 OWNER'S REPRESENTATIVE RESPONSIBLE FOR PLAN ALTERATIONS: _______________________ WUEST GROUP PHONE ____________ 512-394-1900 PHONE ____________ 512-394-1900 PERSON OR FIRM RESPONSIBLE FOR EROSIONSEDIMENTATION CONTROL MAINTENANCE: _____________________ WUEST GROUP — 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. PERSON OR FIRM RESPONSIBLE FOR TREENATURAL AREA PROTECTION MAINTENANCE: ______________________ WUEST GROUP THE PLACEMENT OF TREENATURAL AREA PROTECTIVE FENCING SHALL BE IN ACCORDANCE WITH THE CITY OF AUSTIN STANDARD NOTES FOR TREE AND NATURAL AREA PROTECTION AND THE APPROVED GRADINGTREE AND NATURAL AREA PLAN. PHONE ____________ 512-394-1900 A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD ON-SITE WITH THE CONTRACTOR, DESIGN ENGINEERPERMIT APPLICANT AND ENVIRONMENTAL INSPECTOR AFTER INSTALLATION OF THE EROSIONSEDIMENTATION CONTROLS AND TREENATURAL 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. 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. 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. SEQUENCE OF CONSTRUCTION 1. INSTALL EROSION CONTROL PER APPROVED PLANS. 2. HOLD PRECONSTRUCTION MEETING. 3. THE ENVIRONMENTAL PROJECT MANAGER, ANDOR SITE SUPERVISOR, ANDOR DESIGNATED RESPONSIBLE PARTY, AND THE GENERAL CONTRACTOR WILL FOLLOW THE 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. 3. 4. 5. 6. 7. 8. 9. 4 FT SPACING (BOTH SIDES) MULCH SOCK MULCH SOCK MINIMUM 12" (300 mm) OVERLAP DO NOT STACK MULCH SOCKS MIN. 24" MULCH MATERIAL MULCH SOCK MATERIAL USE UNTREATED WOOD CHIPS PRODUCED FROM A 3 (THREE) INCH MINUS SCREENING PROCESS (EQUIVALENT TO TXDOT ITEM 161, COMPOST, SECTION 1.6.2.B, WOOD CHIP REQUIREMENTS). MULCH CONSISTS PRIMARILY OF ORGANIC MATERIAL, SEPARATED AT THE POINT OF GENERATION, AND MAY INCLUDE: SHREDDED BARK, STUMP GRINDINGS, OR COMPOSTED BARK. LARGE PORTIONS OF SILT, CLAYS, OR FINE SANDS ARE NOT ACCEPTABLE IN THE MULCH. 1. STEEL OR WOOD POSTS WHICH SUPPORT THE MULCH SOCK SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF 600mm (24 inches). IF WOOD POSTS CANNOT ACHIEVE 600mm (24 inches) DEPTH, USE STEEL POSTS. EARTH ANCHORS ARE ALSO ACCEPTABLE. THE TOE OF THE MULCH SOCK SHALL BE PLACED SO THAT THE MULCH SOCK IS FLAT AND 2. PERPENDICULAR TO THE LINE OF FLOW. IN ORDER TO PREVENT WATER FROM FLOWING BETWEEN THE JOINTS OF ADJACENT ENDS OFMULCH SOCKS, LAP THE ENDS OF ADJACENT MULCH SOCKS A MINIMUM OF 300mm (12 inches). 3. MULCH MATERIAL MUST BE FREE OF REFUSE, PHYSICAL CONTAMINANTS, AND MATERIAL TOXIC TO PLANT GROWTH; IT IS NOT ACCEPTABLE FOR THE MULCH MATERIAL TO CONTAIN GROUND CONSTRUCTION DEBRIS, BIOSOLIDS, OR MANURE. 4. SOCK MATERIAL WILL BE 100 BIODEGRADABLE, PHOTODEGRADABLE, OR RECYCLABLE SUCH AS BURLAP, TWINE, UV PHOTOBIODEGRADABLE PLASTIC, POLYESTER, OR ANY OTHER ACCEPTABLE MATERIAL. 5. MULCH SOCKS SHOULD BE USED AT THE BASE OF SLOPES NO STEEPER THAN 2:1 AND SHOULD NOT EXCEED THE MAXIMUM SPACING CRITERIA PROVIDED IN CITY OF AUSTIN ENVIRONMENTAL CRITERIA MANUAL TABLE 1.4.5.F.1 FOR A GIVEN SLOPE CATEGORY. 6. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 150mm (6 inches). THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. CITY OF AUSTIN WATERSHED PROTECTION DEPARTMENT MULCH SOCK RECORD COPY SIGNED BY MORGAN BYARS 08242010 ADOPTED THE ARCHITECTENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 648S-1 BACK OF CURB PROPERTY LINE REMOVE PRIOR TO DEMOLITION P.Pin REMOVE PRIOR TO DEMOLITION (OPTIONAL) IF CONTRACTOR ELECTS TO REMOVE CLEAN-OUT BELOW GRADE, INSTALL PLUG AT CUT. SEE NOTE 3. SEE NOTE 5 EXIST. WATER SERVICE TEE OR WYE CONNECTION TO MAIN CALL 972-0000 FOR AWU TO REMOVE WATER METER(S), NIPPLE(S), TO CLOSE VALVE AND TO DISCONECT WATER SERVICE AT PROPERTY LINE I N A M R E T A W R E T A W E T S A W I N A M W O L F CURB AND GUTTER APPROVED 150 mm (6") 2-WAY CLEANOUT 150 mm (6") EXIST WW SERV. 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. 4. BEGIN SITE CLEARING DEMOLITION ACTIVITIES. 5. BEGIN SITE RETENTION AND EXCAVATION. APPENDIX P-2 NOTES 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. 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 ANDOR 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. WITHIN TREE DRIP LINES. 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. MATERIAL. AN OWNERENGINEER 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 1. ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. 2. PROTECTIVE FENCES SHALL BE ERECTED ACCORDING TO CITY OF AUSTIN STANDARDS FOR TREE PROTECTION. 3. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK (CLEARING, GRUBBING OR GRADING), AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. 4. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILD-UP 5. PROTECTIVE FENCES SHALL SURROUND THE TREES OR GROUP OF TREES, AND WILL BE LOCATED AT THE OUTERMOST LIMIT OF BRANCHES (DRIP LINE) , FOR NATURAL AREAS, PROTECTIVE FENCES SHALL FOLLOW THE LIMIT OF CONSTRUCTION LINE, IN ORDER TO PREVENT THE FOLLOWING: A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MATERIALS; B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6 INCHES CUT OR FILL), OR TRENCHING NOT REVIEWED AND AUTHORIZED BY THE CITY ARBORIST; C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT; D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CEMENT TRUCK CLEANING, AND FIRES. 6. EXCEPTIONS TO INSTALLING FENCES AT TREE DRIP LINES MAY BE PERMITTED IN THE FOLLOWING CASES: 6" THREADED ADAPTER WITH THREADED CAP AND WW CLEANOUT CASTING STD. DETAIL 520S-4A FLEXIBLE ADAPTOR IF CONCRETE PAD IS PRESENT, REMOVE PRIOR TO PROCEDING WITH CUT AND PLUG OF WASTEWATER SERVICE A. WHERE THERE IS TO BE AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACE, TREE WELL, OR OTHER SUCH SITE DEVELOPMENT, ERECT THE FENCE APPROXIMATELY 2 TO 4 FEET BEYOND THE AREA DISTURBED; NOTES: B. WHERE PERMEABLE PAVING IS TO BE INSTALLED WITHIN A TREE'S DRIP LINE, ERECT THE FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAVING AREA (PRIOR TO SITE GRADING SO THAT THIS AREA IS GRADED SEPARATELY PRIOR TO PAVING INSTALLATION TO MINIMIZED ROOT DAMAGE); C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE TO ALLOW 6 TO 10 FEET OF WORK SPACE BETWEEN THE FENCE AND THE HORIZONTAL WYE CUT AND PLUG WASTEWATER SERVICE AT PROPERTY LINE SEE NOTES 3 & 4 THE VEGETATIVE STABILIZATION OF AREAS DISTURBED BY CONSTRUCTION SHALL BE AS FOLLOWS: D. WHERE THERE ARE SEVERE SPACE CONSTRAINTS DUE TO TRACT SIZE, OR OTHER SPECIAL REQUIREMENTS, CONTACT THE CITY ARBORIST AT TEMPORARY VEGETATIVE STABILIZATION: SPECIAL NOTE: FOR THE PROTECTION OF NATURAL AREAS, NO EXCEPTIONS TO INSTALLING FENCES AT THE LIMIT OF CONSTRUCTION LINE WILL BE BUILDING; PERMITTED. 974-1876 TO DISCUSS ALTERNATIVES. 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. 7. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 4 FEET TO A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF 8 FT (OR TO THE LIMITS OF LOWER BRANCHING) IN ADDITION TO THE REDUCED FENCING PROVIDED. 8. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED. 9. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE. IF EXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITH ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSS DUE TO EVAPORATION. RECORD COPY SIGNED BY KATHI L FLOWERS 10. ANY TRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACED AS FAR FROM EXISTING TREE TRUNKS AS CITY OF AUSTIN AUSTIN WATER UTILITY TEMPORARY CUT AND PLUG OF WWW SERVICE LINES FOR DEMOLITION PERMIT 060110 ADOPTED THE ARCHITECTENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 520S-2 11. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHIN THE DRIP LINE OF TREES. NO SOIL IS PERMITTED ON THE 12. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENT SHALL TAKE PLACE BEFORE DAMAGE OCCURS (RIPPING POSSIBLE. ROOT FLARE OF ANY TREE. OF BRANCHES, ETC.). 1. CONTRACTOR SHALL PROTECT EXISTING CLEAN-OUT FROM DAMAGE DURING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT IF DAMAGED. CONTRACTOR HAS THE OPTION TO REMOVE CLEAN-OUT AND REPLACE WHEN SERVICE IS RE-ESTABLISHED. 2. DISCONNECTS MUST BE COMPLETE AND INSPECTED PRIOR TO COMMENCEMENT OF DEMOLITION. 3. PLUG SHALL BE LISTED ON SPL WW-227C. PVC PIPE MAY USE PVC PUSH ON CAP. 4. CONTRACTOR SHALL CALL 972-0000 TO REQUEST INSPECTION OF WASTEWATER CUT & PLUG THREE (3) BUSINESS DAYS PRIOR TO THE TIME THAT THE INSPECTION WILL BE NEEDED. 5. BALL VALVE SHALL NOT BE LOCATED UNDER CURB OR PAVEMENT, AND NOT BE LOCATED MORE THAN 24" HORIZONTALLY FROM METER BOX. 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. 13. ALL FINISHED PRUNING SHALL BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THE INDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOCIATION PRUNING STANDARDS FOR SHADE TREES AVAILABLE ON REQUEST FROM THE CITY ARBORIST). 14. DEVIATIONS FROM THE ABOVE NOTES MAY BE CONSIDERED ORDINANCE VIOLATIONS IF THERE IS SUBSTANTIAL NON-COMPLIANCE OR IF A TREE D. WHEN REQUIRED, NATIVE PLANT SEEDING SHALL COMPLY WITH REQUIREMENTS OF THE CITY OF AUSTIN ENVIRONMENTAL SUSTAINS DAMAGE AS A RESULT. CRITERIA MANUAL, AND STANDARD SPECIFICATIONS 604S OR 609S. TABLE 1: HYDROMULCHING FOR TEMPORARY VEGETATIVE STABILIZATION APPENDIX P-6 - REMEDIAL TREE CARE NOTES,AERATION, AND SUPPLEMENTAL NUTRIENT REQUIREMENTS FOR TREES WITHIN CONSTRUCTION AREAS: MATERIAL DESCRIPTION LONGEVITY TYPICAL APPLICATIONS APPLICATION RATES 0-3 MONTHS MODERATE SLOPES; FROM FLAT TO 3:1 1,500 TO 2,000 LBS PER ACRE 100 OR ANY BLEND OF WOOD, CELLULOSE, STRAW, ANDOR COTTON PLANT MATERIAL (EXCEPT NO MULCH SHALL EXCEED 30 PAPER) 70 OR GREATER WOODSTRAW 30 OR LESS PAPER OR NATURAL FIBERS PERMANENT VEGETATIVE STABILIZATION: 1. FROM SEPTEMBER 15 TO MARCH 1, SEEDING IS CONSIDERED TO BE TEMPORARY STABILIZATION ONLY. IF COOL SEASON COVER CROPS EXIST WHERE PERMANENT VEGETATIVE STABILIZATION IS DESIRED, THE GRASSES SHALL BE MOWED TO A HEIGHT OF LESS THAN ONE-HALF (½) INCH AND THE AREA SHALL BE RE-SEEDED IN ACCORDANCE WITH TABLE 2 BELOW. ALTERNATIVELY, THE COOL SEASON COVER CROP CAN BE MIXED WITH BERMUDAGRASS OR NATIVE SEED AND INSTALLED TOGETHER, UNDERSTANDING THAT 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 ANDOR 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 HUMATENUTRIENT 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 ENSURE 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 ANDOR AIR INJECTED INTO THE SOIL IS NEEDED OR BY OTHER METHODS AS APPROVED BY THE CITY ARBORIST. THE PROPOSED NUTRIENT MIX SPECIFICATIONS AND SOIL ANDOR 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, PLANNING AND DEVELOPMENT REVIEW DEPARTMENT. P.O. BOX 1088, AUSTIN, TX 78767. THIS NOTE SHOULD BE REFERENCED AS ITEM 1 IN THE SEQUENCE OF CONSTRUCTION. EROSION CONTROL NOTES & DETAILS THE EAST TOWER 84 N IH 35 SVRD SB FIRM F-15324 5207 AIRPORT BOULEVARD AUSTIN, TEXAS 78751 (512)394-1900 SHEET 2 OF 2 SITE PLANEXEMPTION NOTES& DETAILS1304 LAVACA STREETWUEST GROUPWUEST GROUPWUEST GROUPCAPITOL TERRACE(512) 394-1900(512) 394-1900(512) 394-1900DA 2021 0731810 WEST 11TH STREETAUSTIN, TEXAS 78701NOTES AND DETAILSSITE PLAN EXEMPTION FOR DEMOLITIONSHEETOF212ENGINEERING & SURVEYINGCONTRACTORCONTRACTOR(512) 394-1900NATIONAL ASSOCIATION OF SOCIAL WORKERS INC.810 W 11TH ST, AUSTIN, TEXAS 78701