3a - Site Plan — original pdf
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GRAPHIC SCALE 10 0 5 10 20 (IN FEET) C.M. CONTROLLING MONUMENT IRRIGATION CONTROL VALVE LEGEND 1/2" IRON ROD FOUND 1/2" IRON ROD SET BENCHMARK CONTROL POINT ELECTRIC BOX WATER METER ELECTRIC METER WASTEWATER MANHOLE POWER POLE WITH ARMS SIGN E T E WM WW CO G T 942 TELEPHONE PEDESTAL MARKER-UG TELEPHONE CONCRETE MONUMENT GUY WIRE TREE TO BE REMOVED LIGHT POLE WATER VALVE CLEAN OUT FIRE HYDRANT GAS METER EXTERIOR DOOR EXTERIOR DOOR (BELOW) LIMIT OF CONSTRUCTION ACCESSIBLE ROUTE PROPERTY BOUNDARY R T I W " D 2 . 1 X E ) 7 4 0 -0 5 1 0 (2 1734 EX. 8" CS GAS OVERHEAD POLE ARMS MEET & MATCH EX. SIDEWALK RAMP G R 25' EX. 10" CI WTR (NO LABEL ON GRID MAP G23-3) NEW CURB & GUTTER TO REPLACE EXISTING DRIVEWAY (REMOVED) NOTES A) ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTY [SECTION 25-2-1064] B) 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] C) 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] D) THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES [SECTION 25-2-1067] E) ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WIWTH 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 U " C / 2 -1 1 G IN T N A L P E N O Z ' 7 ' 6 R A E L C E C A P S LAKE AUSTIN BLVD (100' R.O.W .) REPLACE EXISTING TYPE II DRIVEWAY CAUTION!! GAS LINE USPS DROP BOX PROP. 6' SIDEWALK EX. 8" CS GAS ALVIN ) 4 1 0 -0 8 -9 (W P C C " P 2 . 7 X E S 51°05'32" E 134.19' EXISTING R.O.W. (S 49°00' E 134.05') ' 8 BIKE RACKS ' .2 0 1 ' .2 2 10.4' PROPOSED R.O.W. 6 BIKES 12' PROP. 12' SIDEWALK OVERHEAD CANOPY 558 12' 559 78.3' ENTRANCE AREA INCLUDED IN LICENSE AGREEMENT DOC# SHADED ENTRANCE 560 35.2' ACCESS ESMT. DOC # 2018163950 WM N 51°12'40" W 85.34' R.O.W. DEDICATION STREET DEED DOC# LIMITS OF CONSTRUCTION 23,421 SF 0.5377 AC. E H T O T E IV R D E T A IV R (P ) S A X E T F O Y IT S R E IV N U T E E R T S N R A E H ) -3 3 2 G P A M ID R G N O L E B A L O (N R T I W " C . 8 X E ) 3 -5 3 -1 . 8 .R (C IN A R D M R O T S " . 8 X E DS DS DS DS 378 377 ') 8 .2 8 4 1 ' E 6 4 ° 9 2 ' (N 2 .4 8 4 1 E " 7 '3 3 0 ° 8 2 N SF-3 USE: MULTIFAMILY HOUSING ) 4 1 0 -0 8 -9 (W P C C " P 2 . 7 X E OVERHEAD CANOPY 2 - 3'x4' DOORS FOR ACCESS TO WQ POND ABOVE-GROUND PLANTERS (TYP.) co E IV R D T L A H P S A G IN K R A P & PROPOSED BUILDING FF=496.00 ' .3 0 2 1 SHADED ENTRANCE 27' 13.1' GR-CO-NP USE: DRY CLEANERS 10' BOX TRUCK PICK-UP ENTRANCE ENTRANCE DELIVERY ENTRANCES WALL - SEE GRADING BY OTHERS GM co EXISTING SIDEWALK DS (EXIST) WM BFP 2" TYPE K CU IRR. WATER IRRIGATION CONTROLLER INSTALLATION DETAIL NEW 50' POLE W/ TRANSFORMER PROP. 8" DI WTR. ENTRANCE EMERGENCY EGRESS F D C 8" FIRE LINE DUCTILE IRON 2" DOM. WATER (BELOW) ENTRANCE FIRE ROOM UTILITY ROOM SHADED ENTRANCE SCH. 80 PVC WM ENTRANCE PUBLIC UTILITIES & DRAINAGE EASEMENT VOL. 4993 / PAGE 496 ENTRANCE (BELOW) ' 5 ' 2 1 1951 DS PROPOSED U/G ELECTRICAL LINES PROPOSED R.O.W. PAD EXISTING R.O.W. 9.5'x12' DUMPSTER " . 6 P MH O R P W W C V P % 1 @ N 56°40'11" W 110.40' 345 (N 54°28' W 108.96') ' .8 0 6 79.6' R.O.W. DEDICATION STREET DEED DOC# DS R 1 0 ' 25' ' 8 .0 5 3 1 W " 3 '2 2 °2 7 3 S G D L B G IN T IS X E ') 9 .0 5 3 1 ' E 6 °3 9 3 (N WALL - SEE GRADING EAVE ELEV.: 505.00 942 943 1" IPF REPLACE WITH 45' POLE RELOCATE SIGN WW ) 3 5 3 (B C V " P 6 PROP. 4' SIDEWALK PROP. ASPHALT PAVEMENT PROP. 3"-5" GRADED ROCK ' 6" V.C. WW (ABND)(B353) 0 1 EX. 1-1/ 4" PE GAS C V " P . 6 X E P E E ' D 3 ' 5 .7 6 ' 4 .5 8 EX. 8" PVC (2001-2018) REMOVE POLE EXISTING ASPHALT MEET EXISTING PAVEMENT PROPOSED TYPE II DRIVEWAY EXISTING ASPHALT (PRIVATE PARKING) P-NP USE: ADMINISTRATIVE OFFICE MEET EXISTING PAVEMENT OVERHEAD POLE ARMS ' .4 9 E A V E =505.00 RD (EXIST) DOOR 10' R P O LE A R M TO P =518.22 E A V E =507.03 E A V E =506.40 STAIR LANDING ' .5 7 A/C ' 0 1 P M A R 1" IPF TO P =519.79 P O LE P O LE A R M TO P =518.31 REPLACE W/ 50' POLE & REMOVE DOWN GUY DUMPSTER PAD N 56°47'29" W 100.49' WW DATE OF FIELDWORK: 7/12/2018 (N 54°31' W 100.29') P O LE A R M TO P =519.92 TO P =520.97 P O LE ' 9 .3 0 1 APPROX. LOCATION OF EX. 8" STORM DRAIN C V " P 6 P E E ' D 3 FOSTER AVENUE (16' R.O.W.) P O LE A R M TO P =519.65 BIKE RACK SEE INSTALLATION DETAIL BELOW CONCRETE SIDEWALK STD. 432S-1 SCH. 40 GALVANIZED 48 mm (1 9/10'') O.D. 762 mm-914 mm (30''-36'') 5.8 mm (2'') MIN. 152 mm (6'') MIN. BASIC INSTALLATION SECURE BIKE RACK WITH 10 mm X 76 mm (3/8" X 3") HEX HEAD SLEEVED MECHANICAL EXPANSION ANCHOR BOLT AND LOCK NUT* 508 - 610 mm (20 - 24'') FRONT VIEW CENTERED BETWEEN EDGES OF BASE PLATE AND EDGE OF PIPE BASE PLATE DETAIL 76 mm (3'') MIN. 152 mm (6'') MIN. CENTERED BETWEEN EDGES OF BASE PLATE AND EDGE OF PIPE ALT BASE PLATE DETAIL (CIRCULAR OR OVAL PLATE) SEE BASE PLATE DETAIL TYP DRILLED VENT HOLE TOP SIDE ONLY TOP VIEW GENERAL NOTES: GENERAL NOTES: 1. RACKS SHALL COMPLY WITH CITY STANDARD DETAIL 710S-1 OR 710S-2. 2. RACK PLACEMENT SHALL COMPLY WITH APPLICABLE CITY STANDARD DETAILS 710S-6A, 710S-6B, OR 710S-6C AND IN COMPLIANCE WITH CITY OF AUSTIN CODE SECTION 25-6-477 OR ITS SUCCESSOR. *TO PREVENT THEFT OF BICYCLE RACK OR BIKES, EXPOSED BOLTS MUST BE DEFORMED AND NUTS RE-TIGHTENED TO PREVENT THEM FROM BEING EASILY UNTHREADED. NUTS SHOULD BE TESTED TO ENSURE THAT THEY CANNOT BE EASILY REMOVED AFTER DEFORMATION. 1. RACK INSTALLATION METHOD SHALL COMPLY WITH CITY STANDARD DETAIL 710S-3, 710S-4, OR 710S-5. 2. RACK PLACEMENT SHALL COMPLY WITH APPLICABLE CITY STANDARD DETAILS 710S-6A, 710S-6B, OR 710S-6C AND CITY OF AUSTIN CODE SECTION 25-6-477 OR 3. BASE PLATES TO BE 6.35 mm (1/4") PLATES, ASTM A-36 1010-1018 LOW CARBON ITS SUCCESSOR. PRIME STEEL CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS BICYCLE RACK INSTALLATION IN CONCRETE SIDEWALK-ALTERNATE 1 CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS CLASS III STYLE BICYCLE PARKING RECORD COPY SIGNED BY COUNG TRAN 09/26/12 THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE ADOPTED OF THIS STANDARD. STANDARD NO. 710S-4 1 OF 1 RECORD COPY SIGNED BY COUNG TRAN 09/26/12 THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. ADOPTED STANDARD NO. 710S-1 1 OF 1 PARKING TABULATION GR-NP PARKING SPACES REQUIRED GENERAL RETAIL SALES (CONVENIENCE) 0.366 AC. (15,928 SF) USE AREA (SF) PARKING RATIO REQUIRED PARKING PROPOSED REQUIRED RETAIL WAREHOUSE 2,199 7,203 1 SPACE FOR EA. 1,000 SF 1 SPACE FOR EA. 275 SF SITE INFORMATION ZONING PROPOSED USE SITE AREA FLOOR TO AREA RATIO (FAR) 0.6:1 1:1 (MAX) IMPERVIOUS COVER* 83% (13,193 SF) SEE FOOTNOTE ** TOTAL REQUIRED SPACES BUILDING INFORMATION HEIGHT 34'-1/2" 60' (MAX) BUILDING COVERAGE 11,580 SF (73%) 75% (MAX) REGULAR GROSS FLOOR AREA 9,402 SF NUMBER OF STORIES 2 FINISHED FLOOR ELEVATION UPPER LEVEL PARKING LEVEL 496.00 484.20 FOUNDATION TYPES SHALLOW FOUNDATION-SPREAD/STRIP FOOTINGS PROVIDED * EXISTING IMPERVIOUS COVER ( 89%) IS GREATER THAN PROPOSED. BICYCLE SPACES ** MAXIMUM IMPERVIOUS COVER IS 90% PER GR ZONING AND 40% PER WATERFRONT OVERLAY REGULATIONS (§25-2-744). A VARIANCE FOR REQUIRED PROVIDED ALLOWABLE IMPERVIOUS COVER UP TO 88% WAS GRANTED BY PLANNING COMMISION ON __/__/2020. SURVEYOR NOTES: THIS BOUNDARY SURVEY WAS COMPLETED WITHOUT ADDITIONAL RESEARCH TO DETERMINE IF OTHER MATTERS OF RECORD, IF ANY, MIGHT AFFECT THIS PROPERTY, SUCH AS EASEMENTS, SETBACKS, OR OTHER ENCUMBRANCES. BASIS OF BEARING IS NAD83 TEXAS STATE PLANE COORDINATES, CENTRAL ZONE OVERHEAD DOOR SHOWER & LOCKER (10% REDUCTION) REQUIRED AFTER REDUCTIONS PARKING SPACES PROVIDED COMPACT (30% MAX) ACCESSIBLE ACCESSIBLE SPACES REQUIRED 2 26 28 - 3 25 25 18 2 5 6 5 (20%) 2 (1 VAN) 2 (2 VAN) NOTE: NO VERTICAL OBSTRUCTIONS EXIST BELOW AUSTIN ENERGY EQUIPMENT. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. SITE PLAN APPROVAL SHEET 10 OF 41 FILE NUMBER: SP-2019-0171C APPLICATION DATE: 04/23/2019 APPROVED BY COMMISSION ON: UNDER SECTION 112 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81, LDC) CASE MANAGER: RENEE JOHNS PROJECT EXPIRATION DATE (OED #970905-A) DWPZ DDZ X Director, Development Services Department RELEASED FOR GENERAL COMPLIANCE: ZONING: GR-NP Rev.1: Rev.2: Correction 1: Correction 2: Rev.3: Final plat must be recorded by the Project Expiration Date, if applicable. Subsequent Site Correction 3: 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. SP1 DUNAWAY/UDG JOB NO. B004509 SHEET NUMBER 10 OF 41 SP-2019-0171C N IO T IP R C S E D N IO IS V E R E T A D Y B . V E R . O N T A T E OF T E X A S S CANDACE CRAIG P R O L F E S S I 115587 CENS E D IONAL E N G R E E N I . 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