11 SP-2021-0143C - Easton Park Mixed Use; District 2.pdf

Planning Commission – Oct. 25, 2022

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PLANNING COMMISSION SITE PLAN CONDITIONAL USE PERMIT REVIEW SHEET PC DATE: 10/25/2022 7310 Union Park Lane, Austin, Texas SP-2021-0143C CASE NUMBER: PROJECT NAME: Easton Park Mixed Use ADDRESS: APPLICANT: AGENT: First Hartford Corporation 149 Colonial Road Manchester, CT 06042 (860) 712-4490 Attn: Jonathan Bellock WGI 2021 E. 5th Street, Ste. 200 Austin, Texas 78702 (512) 669-5560 Attn: Siri Soth William Cannon Associates 149 Colonial Road Manchester CT 06042 (860) 712-4490 Attn: Jonathan Bellock Cottonmouth Creek (Suburban) CASE MANAGER: Randall Rouda, (512) 974-3338 or Randall.rouda@austintexas.gov WATERSHED: PROJECT DESCRIPTION: The applicant proposes to develop an 8.55acre parcel in the Pilot Knob PUD with a mixed commercial development consisting of four buildings to be used as a drive through restaurant, a car wash, a multi-tenant commercial building and a convenience retail building, with associated parking, drainage, water quality, utility, and sidewalk improvements. Within the Pilot Knob PUD, the proposed Car Was is permitted with a Conditional Use Permit. SUMMARY STAFF RECOMMENDATION: Staff recommends approval of the Conditional Use Permit with Conditions of Approval as needed to ensure that the Site Plan will comply with all requirements of the Land Development Code. SUMMARY STAFF COMMENT ON SITE PLAN: Comments pending completion of the current update review. PROJECT INFORMATION: SITE AREA ZONING PROPOSED USE PROPOSED IMPERVIOUS COVER PROPOSED BUILDING COVERAGE 29,201 sq.ft., 7.84% PROPOSED BUILDING HEIGHT PROPOSED F.A.R PROPOSED ACCESS 8.55 Acres PUD (Pilot Knob) Various Commercial 4.32 acres, 51% 1 story, 30 feet 0.079-1:1 Union Park Lane, Dunant Way, William Cannon Dr. 186 automobile, 25 bicycle PROPOSED PARKING 1 of 611SPC-2021-0143C NEIGHBORHOOD ORGANIZATIONS: Austin Lost and Found Pets Austin Neighborhoods Council Del Valle Community Coalition Del Valle Independent School District Dove Springs Proud Easton Park Master Community Easton Park Mixed Use Page 2 Friends of Austin Neighborhoods Go Austin / Vamos Austin 78774 Homeless Neighborhood Association Onion Creek Homeowners Assoc., Sierra Club, Austin Regional Group CONDITIONAL USE PERMIT REVIEW AND EVALUATION CRITERIA The following evaluation is included to provide staff position on each point of the conditional use permit criteria. Section 25-5-145 of the Land Development Code states: “The Commission shall determine whether the proposed development or use of a conditional use site plan complies with the requirements of this section. Note that Staff Analysis is subject to revision pending completion of the Site Plan Review which is currently underway. A conditional use site plan must: 1. Comply with the requirements of this title; Staff response: This application complies with the requirements of this title. 2. Comply with the objectives and purposes of the zoning district; Staff response: This application complies with the objectives and purposes of the zoning district. The PUD Zone is intended to provide a flexible approach permitting development of quality neighborhoods with a variety of housing, commercial, recreational, employment and educational opportunities and varying densities as appropriate for the location of the PUD. The proposed development will offer a compact commercial node with a variety of convenience commercial and related employment opportunities in close proximity to housing. The proposed car wash is one example of the convenience commercial uses proposed for the location. 3. Have building height, bulk, scale, setback, open space, landscaping, drainage, access, traffic circulation, and use that are compatible with the use of an abutting site; Staff response: This application is compatible with the abutting sites. The buildings are all one story in height. The most immediately adjacent anticipated uses are a pharmacy to the west and a school site to the south with anticipated or existing single family and multifamily development to the north and west. The site plan is well integrated into the developing road network with direct access to two adjacent streets and nearby connectivity to two major roadways to the north and west. Open space and landscaping are proposed to soften the appearance of parking areas and open space is provided as required.. 4. Provide adequate and convenient off-street parking and loading facilities; Staff response: As this is a convenience commercial center which is expected to provide services to a relatively dense nearby residential community, parking is proposed in excess of minimum requirements. A total of 186 automobile parking spaces and 25 bicycle parking spaces are proposed. 5. Reasonably protect persons and property from erosion, flood, fire, noises, glare, and similar adverse effects; Staff response: The proposed project does not contribute to any of these adverse effects. The proposed development is consistent with erosion, drainage, water quality and the site compatibility standards of Article 10 of the Land Development Code. A conditional use site plan may not: 1. More adversely affect an adjoining site than would a permitted use; Staff response: The proposed car wash use is similar in impact to other permitted commercial uses, such as the immediately adjacent proposed drive-through restaurant. The car wash is buffered by other permitted commercial development to the east and west and is separated from residential development to the north by William Cannon Drive as well as substantial drainage facilities. The anticipated school to the south would be the closest non-commercial use and is separated from the proposed car wash by Dunant Way, a drive aisle and parking. 2 of 611SPC-2021-0143C 2. Adversely affect the safety or convenience of vehicular or pedestrian circulation, including reasonably anticipated traffic and uses in the area; Staff response: The project is not anticipated to have any detriment to safety or convenience. The proposed car wash is well integrated into the interior and exterior circulation of the proposed convenience shopping center. Easton Park Mixed Use Page 3 3. Adversely affect an adjacent property or traffic control through the location, lighting, or type of signs; Staff response: No signage or lighting is proposed that would affect adjacent properties or traffic control. 3 of 6114 of 611G F E D C B A I R A L U G A B E L A C : Y B D E T T O L P M P 8 0 : 6 2 2 0 2 2 2 / / 8 : N O D E T T O L P . B T C G O D D E R G B I : E L Y T S T O L P . 3 C P F D P O T G W D : I H T W D E T T O L P I R A L U G A B E L A C . : I I Y B D E F D O M T S A L M P 1 4 : 4 2 2 0 2 6 1 / / 8 : I I N O D E F D O M T S A L /// /// 5 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// LANDSCAPING AND PLAZA AREA 183.10' 153.87' 308.10' 89.54' EAST WILLIAM CANNON DRIVE R.O.W. VARIES - ASPHALT (PUBLIC) (45 M.P.H. SPEED LIMIT) TBM #1 ELEV.=588.93' /// /// S62°29'16"E, 734.61' LANDSCAPING AND PLAZA AREA CONNECTIVITY MEASURES (LDC 2.3.1 TABLE B): 1. 2. ADDITIONAL PEDESTRIAN CONNECTIONS FROM ON-SITE BUILDINGS TO ADJACENT STREETS / / / / / / INTERNAL UTILITY LINES ARE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES RATHER THAN UNDER PARKING AREAS /// / / / /// /// /// /// 3. LIMIT CURB CUTS /// /// /// /// / / / SUBCHAPTER E FIGURE 34: EXAMPLES OF FULLY-SHIELDED LIGHT FIXTURES. (REFERENCE SITE PLAN NOTE 11) /// LEGEND /// /// /// /// /// / / / /// SS / / / /// S D /// /// /// SS /// SS L=104.38', R=1,730.00', D=3°27'25", B=S60°48'29"E, C=104.36' LANDSCAPING AND PLAZA AREA / / / /// D S WATER CHANNELING DITCH ICR BLOCK LENGTH=174 WATER CHANNELING DITCH STOP A D A E N A L E R I F A D A E N A L E R I F ) R C I ( ' 4 7 1 E N A L E R I F FIR E L A N E FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE ADA ADA ADA ADA ADA ADA ADA ICR BLOCK FIRE LANE LENGTH=603 FIRE LANE ADA FIRE LANE FIRE LANE FIRE LANE FIRE LANE 343' (ICR) A D A FIRE LANE ICR BLOCK LENGTH=614 FIRE LANE FIRE LANE 48' (ICR) 7' (ICR) ADA ADA ADA FIRE LANE ICR BLOCK LENGTH=225' F I R E L A N E 8' (ICR) 0 ' 3 ( I C R ) F I R E L A N E 187' (ICR) A D A ' 0 7 . 6 1 4 , ' E " 6 3 1 3 ° 7 2 N FIRE LANE FDC THANK YOU N O PA R KIN G A D A N O PA R KIN G N O P A R KIN G ) D E T I M I L ( T N A R U A T S E R . F . S 5 8 2 , 4 ± 1 5 . 7 9 5 = E F F O C O C O C O C T GB O C ' 8 6 . 0 4 4 , ' W " 6 3 1 3 ° 7 2 S E N A L E R I F THRU DRIVE SD TRASH ENCLO. E G A R O T S B 1 T O L 8' 9 . 4 5 , E " 7 4'2 4 ° 1 4 N E N A L E R I F E N A L E R I F E N A L E R I F ' 0 0 . 5 4 , ' W " 1 3 1 3 ° 7 2 S ) 9 ( S Y A B M U U C A V D E P O N A C I S62°28'29"E 20.00' T N62°28'29"W 20.00' FIR E LA N E ' . 7 0 8 2 3 , ' W " 2 3 1 3 ° 7 2 S ' 6 2 . 7 6 , ' W " 1 3 1 3 ° 7 2 S E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F A D A G N I K R A P O N A D A T CO C O CO C O ) 1 1 ( S Y A B M U U C A V D E P O N A C I NO PARKING O C I G N H S A W E V T O M O T U A I F S 2 0 0 , 5 - / + 0 0 . 4 9 5 = E F F A D A G A N I D K R A A P O N EXIT FIRE LANE FIRE LANE D S F I R E L A N E SD O C FIRE LANE F I R E L A N E WW CO B F P 0.33' CO L = 9 7 . 7 7 ' , R = 5 0 5 . 0 0 ', D = 11° 0 5 ' 3 5 " , B = N 6 8 ° 0 9 ' 41" W , C = 9 7.6 2' N 7 3 ° 4 2 ' 2 9 " W , 1 0 1 . 0 7 ' 350.02' CVS DRIVEWAY 218.91' IDEA DRIVEWAY BFP N62°36'54"W, 154.46' 0.25' CO CO DUNANT WAY 70' R.O.W. - ASPHALT (PUBLIC) (35 M.P.H. SPEED LIMIT) L=100.04', R=505.00', D=11°21'02", B=N56°56'23"W, C=99.88' 352.22' N51°15'52"W, 102.28' C O C O G N I K R A P O N S E C I F F O L A C I D E M F S 9 0 2 , 2 ADA ADA ADA MULTI-TENANT BUILDING 12,533 SF FFE=590.00 ) D E T I M I L ( T N A R U A T S E R F S 0 0 8 , 2 L A T O T N I . L C N I T O N F S 0 5 7 O I T A P S E L A S L I A T E R L A R E N E G ) E C N E I N E V N O C ( F S 5 7 3 , 3 S E C I V R E S T E P F S 0 0 5 , 2 ICR BLOCK LENGTH=303' ) D E T I M I L ( T N A R U A T S E R F S 8 9 5 , 1 L A T O T N I . L C N I T O N F S 5 1 3 O I T A P CO ADA C O CO O C ADA ADA CO C O C O R R F FIRE LANE ADA ADA FIRE LANE F I R E L A N E ADA FIRE LANE 214' (ICR) ICR BLOCK LENGTH=214' ADA A D A E N A E L FIR ADA FIRE LANE D S FIR E LA N E S E L A S L I A T E R L A R E N E G ) I E C N E N E V N O C ( F S 1 8 3 , 7 0 5 . 6 8 5 = E F F O C A D A NO PARKING E N A L E R I F E N A L E R I F E N A L E R I F GB SD E N A L E R I F E N A L E R GB I F E N A L E R I F ' 6 5 . 0 0 4 , ' W " 6 3 1 3 ° 7 2 S A D A A D A A D A F I R E L A N E F I R E L A N E F I R E L A N E ) R C I ( ' 3 0 2 F I R E L A N E F I R E L A N E F I R E L A N E ) R C (I 6' 4 I R E F ' 1 2 . 5 5 , L A N E ' W " 6 3 1 3 ° 7 2 S SD BFP R) D FIRE LA 44' (IC S NE ) R (IC ' 6 1 ) R C I ( ' 1 2 T S 72°31'36" W , 31.74' FIRE LANE FIRE LANE FIRE LANE A D F I R E L A N E A 0 ', R 8 S 5 . 3 B = 0 ", 1 9 = L 5 ' 1 1 ° D = 7 2 6' C =98.4 = 8 3.5 0', 1 ° 2 2'0 9" W , /// /// S62°29'50"E, 29.85' /// BFP N62°37'04"W, 66.30' O O C C S27°30'10"W, 7.24' L=86.20', R=435.00', D=11°21'11", B=N56°56'28"W, C=86.05' DUNANT WAY 70' R.O.W. - ASPHALT (PUBLIC) (35 M.P.H. SPEED LIMIT) / / / /// / / / /// 190.77' /// /// /// /// /// /// / / / GENERAL NOTES: /// /// /// /// A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. /// ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING & PROPERTY LINE UNLESS OTHERWISE NOTED. 5 8 0 5 1 - F : O N M R F I 0 6 5 5 . 9 6 6 . 2 1 5 BOUNDARY / RIGHT OF WAY EASEMENT / SETBACK / BUILDING OVERHANG CURB / EDGE OF PAVEMENT EXISTING BUILDING FACE BUILDING PAD AREA HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT CONCRETE SWLK. / PVMT. OPEN SPACE HANDRAIL (ADA) INTERNAL CIRCULATION ROUTE (ICR) ACCESSIBLE ROUTE (ADA) FIRE LANE STRIPING OVERHEAD UTILITY LINE LIMITS OF 100 YEAR FLOOD PLAIN RETAINING / SCREEN WALL ROD/NAIL FOUND OR SET BENCHMARK PARKING LOT BUMPER CURB ELECTRIC TRANSFORMER PAD SIGN UTILITY POLE UTILITY / LIGHT POLE GUY WIRE LIGHT POLE ELECTRIC PULL BOX ELECTRIC MANHOLE ELEC. / TELE. RISER AIR CONDITIONER UNIT GAS METER WASTEWATER MANHOLE CLEAN-OUT OIL INTERCEPTOR GREASE TRAP WATER METER VAULT WATER VALVE FIRE HYDRANT WATER MANHOLE BACKFLOW PREVENTER AIR/WATER STATION STORM DRAINAGE INLET STORM DRAIN MANHOLE E E T A G WW CO OIL G.T. W BFP A/W SD D TRASH COMPACTOR / DUMPSTER PAD A 4 T O L / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / STORM MANHOLE RIM ELEV.=580.20' 6'X3' FL.(IN)=572.60' 6'X3' FL.(OUT)=572.6' / / / / / / /// / / / N O N N A C M A I L L I W E O T ' 7 2 . 6 1 2 . ' 5 5 . 3 6 3 , W " 8 1 1 5 ° 2 3 S ' / / / / / / / / / / / / ' 1 6 . 2 1 2 /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ) C ) C I L I E L B E B N U N U P A P ( A ( T L T L L L A K A H K H R P R P S A S A A A P - P - S N S E N E I O R I O R A A V N V N . U W . U W O O R R ) T ) I T M I M I L I L D D E E E P E P S S . H . H . P . P . M . M 0 3 0 ( 3 ( I I . . . . / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ' 2 2 . 8 4 , W " 7 2 5 4 ° 5 3 S ' / / / / / / /// /// /// LOT 6A LOT 2B LOT 2C LOT 2D LOT 2E 1. 2. 3. 4. 5. 6. 7. 8. 10. 11. 12. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION. REFERENCE "SITE PLAN NOTE" ON GENERAL NOTES SHEET(S) FOR ADDITIONAL NOTES. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE CONSTRUCTION DETAIL SHEETS FOR ADDITIONAL INFORMATION. YARDS, FENCES, VEGETATIVE SCREENING OR BERMS SHALL BE PROVIDED TO SCREEN ADJACENT RESIDENTIAL USES FROM VIEWS OF OFF-STREET PARKING AREAS, MECHANICAL EQUIPMENT, STORAGE AREAS, AND FOR REFUSE COLLECTION (SECTION 25-2-1066). 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 25-3-86]. 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. 9. ALL DUMPSTERS AND ANY PERMANENTLY PLACED REFUSE RECEPTACLES WILL BE LOCATED AT A MINIMUM OF TWENTY (20) FEET FROM ADJACENT RESIDENTIAL USES ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTY. EXTERIOR LIGHTING MAY NOT EXCEED 0.4 FOOT CANDLES ACROSS THE SOURCE PROPERTY LINE. [SECTION 25-3-86]. 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. (REFERENCE SUBCHAPTER E FIGURE 34. INCLUDED ON THIS SHEET) NONE OF THE ON-STREET SPACES ARE RESERVED FOR THE DEVELOPMENT AND MAY BE USED BY ANY MEMBER OF THE PUBLIC. THE DEVELOPER MUST BE AWARE THAT THEY CAN COUNT ON-STREET SPACES AT THEIR OWN RISK; THE SPACES MAY BE REMOVED AT ANY TIME FOR ANY REASON AND THE CITY OF AUSTIN WILL NOT RELOCATE DISPLACED ON-STREET PARKING. IN ADDITION, IF THE ADJOINING STREET APPLIES FOR AND RECEIVES RESIDENTIAL PERMIT PARKING, THE PARKING FOR THE DEVELOPMENT WILL NOT COUNT AS RESIDENTIAL PARKING AND THE RESIDENTS WILL NOT RECEIVE RESIDENTIAL PARKING PERMITS. 13. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE. [SECTION 25-3-86]. 14. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. KEY MAP SCALE: N.T.S. G F E D C B A A 4 3 2 1 : E M A N E L I F R O F D E Z I R O H T U A T O N O T R O I R P N O I T C U R T S N O C L A V O R P P A Y T I C L A M R O F 2 0 7 8 7 , S A X E T , I N T S U A 0 0 2 E T U S I , T E E R T S H T 5 T S A E 1 2 0 2 I N A L P E T S L L A R E V O E S U D E X I M K R A P N O T S A E N L K R A P N O N U 0 1 3 7 I S A X E T , Y T N U O C S V A R T I , I N T S U A : T C E J O R P CITY APPROVAL STAMP : I E L T T T E E H S SHEET CS101 11 OF 32 SP-2021-0143C 8/29/225 of 611I R A L U G A B E L A C : Y B D E T T O L P M P 8 0 : 6 2 2 0 2 2 2 / / 8 : N O D E T T O L P . B T C G O D D E R G B I : E L Y T S T O L P . 3 C P F D P O T G W D : I H T W D E T T O L P N E L O M S H A E L . : I I Y B D E F D O M T S A L M P 0 4 : 3 2 2 0 2 1 / / 8 : I I N O D E F D O M T S A L 5 4 3 2 1 : E M A N E L I F 1 2 3 4 5 6 7 8 9 10 8'' W L 11 12 13 14 15 16 17 18 19 20 21 G C B A 48''WL 48''WL 48''WL 44.62' 28' 18.50' R 5' 10 8' F I R E L A N E 48''WL 153.87' B 1 T O L E N A L E R I F E N A L E R I F E N A L E R I F STOP A D A E N A L E R I F 5.00' A D CLEAR A ZONE E N A L E R I F A D A A D A E N A L E R I F 3 5 ADA FIRE LANE FIRE LANE FIRE LANE E N A E L R I F FIRE LANE FIRE LANE /// /// /// /// /// /// /// /// F I R E L A N E R 1 5' 4 FIR E L A N E E N A L E R I F ' . 0 7 6 1 4 , ' E " 6 3 1 3 ° 7 2 N 1 0' R R 5' 14 16 F A N E L E R I F ' 5 ' 6 5' ' 4 . 5 9 1 5' FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE 9 . 5 ' R 1 E N A L E R I F 6 18 MATCH LINE - THIS SHEET ADA ADA ADA ADA ADA ADA ADA ' 0 0 . 5 R A E L C E N O Z ' 0 0 . 7 I G N T N A L P E N O Z 1 ' 0 0 . 0 3 ' 0 0 . 5 R A E L C E N O Z ' 0 0 . 7 I G N T N A L P E N O Z 6 14 4 FIRE LANE R 1 5' FIRE LANE FIRE LANE R 15' FIRE LANE R 1 5' FIRE LANE FIRE LANE R 4 0 ' FIRE LANE FIRE LANE FIRE LANE E 5 A D A A D A 5' A D A 5 6 5 ADA FDC 6 ' 6 G N I T N A L P E N O Z ' 5 R A E L C E N O Z 3 2 BE ' 0 2 ' 9 7 . 5 D R 1 9 . 5 0 ' 19 18 5 ' 1 R 15 ' 0 5 . 6 I G N T N A L P E N O Z ' 0 0 . 5 R A E L C E N O Z 9 ' 6 0°' 5 R 3 ' R10' R 4 0' 5 14 6 6 R15' 3 R30' 5' R 4 11 THANK YOU 14 ' 8 6 . 0 4 4 , ' W " 6 3 1 3 ° 7 2 S 20 5.50' 24.00' 5.49' 18.5' 6 0°' N O P A R 9 ' KIN G 5 3 5 8 28' N O PA 18.5' 8.79' A D A R KIN G 11 9 9' 9' N O PA R KIN G A D A A D A 11 BE 10 5 10 BE ) D E T I M I L ( T N A R U A T S E R . F . S 5 8 2 , 4 ± 1 5 . 7 9 5 = E F F ' 9 2 . 6 9 11 FDC 6 9 2 4 8 2 4 BE 5' ' 9 2 . 5 T 18.5' 28' 18.5' 3 O C O C 10' 18' 18.5' 24' 16.16' 38' 5.5' 18' CO 24.67' 18' 24.00' 14.00' C O ' 5 2 1 ' 3 4 1 I G N H S A W E V T O M O T U A I F S 2 0 0 , 5 - / + 0 0 . 4 9 5 = E F F CO C O 11 19 14 5 ' 5 . 2 1 BE BE BE R 3 0 ' R 1 5 ' ' 5 1 R10' 4 ' 0 6 R ' 0 1 R R 2' 14 2 ' R 11 4 ' 7 0 . 8 2 3 , ' W " 2 3 1 3 ° 7 2 S R60' R30' R44.5' 7 19 7 3 6 E N A L E R I F 14 5 ' 2 R 0' 2 R ' 5 R 4 R 7 . 5 ' 20 R 2 5' E N FI R E L A R5' 18 R10' 14 9 5' R ' 5 R LEGEND /// /// /// A D A A D A 8' CO 5' A D A 8' G N A I K D R A A P O N A D A A D 5' A 16 BE 3 7' E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F 5' R E N A L E R I F ' 0 0 . 5 4 , ' W " 1 3 1 3 ° 7 2 S 2 ' 9 4.03' 18' S62°28'29"E 20.00' T E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F 1 8 7 4 14 3 0 1 S C - E N I L H C T A M N E R 3' 12 N62°28'29"W 20.00' FIRE LANE 20 R20' 6 2 E N A L E R I F R 2 0 ' 2 8 4 9 6 4 ) 9 ( S Y A B M U U C A V D E P O N A C I ' 3 ' 9 11 14 ) 1 1 ( S Y A B M U U C A V D E P O N A C I 10 ' 3 NO PARKING O C 5 16 6 0 °' R ' R2.5' 2 . 5 5.50' 9.00' 6.00' 9.00' 14 21 R38' R20' R 1' R 2' 9 ' R20' 2 4 15' 3 ' 8 . 4 1 R R 3 0' 14 17 R2' THRU DRIVE 9' 0 ' R 2 R20' 2' 3 R R2' R20' R 3 0' 3 8 6 0°' 9 ' 9 . 5 ' R1.5' E G A R O T S 1 SD R5' TRASH ENCLO. ' 5 . 8 1 ' 7 ' 2 1 ' 8 7 . 7 1 ' 9 0 . 2 2 ' 5 . 8 1 O C 5 C O R 2' R30' R 20' GB GB R 2 5' GB R5' R 2 0 ' R 2 ' R 2 0 ' R 1 2' O C 2 8 FDC 21 15' 3 R14.83' R 2 0 ' 4 6 1' 0 . 7 R EXIT R 3.66' R3' ' 4 0 . 5 2 ' 8 1 7 D S 1 FIR E L A N E R 2 5' A D A 5' A D A A D A G N I K R A P O N 8' A D A 20 14 ' 9 9 . 4 1 4 E N A L E R I F E N A L E R I F 4 R15' R 1 5' 14 R2' 60°' FIRE LANE FIRE LANE FIRE LANE R 5' FIRE LANE R5' FIRE LANE R 2 5 ' FIRE LANE FIRE LANE FIRE LANE FIRE LANE 0' 5 R 6 8 7 SD O C R 5 ' ' 6 2 . 7 6 , ' W " 1 3 1 3 ° 7 2 S 14 FI R E L A R 2 0 ' T R 2' R5' 9 ' 9 ' CO L = 9 7 . 7 7 ' , R = 5 0 5 . 0 0 ', D = 11° 0 5 ' 3 5 " , B = N 6 8 ° 0 9 ' 41" W , C = 9 7. 6 2 ' 0.33' R25' R11.88' 9 2 8.5' 9' BFP 5 N62°36'54"W, 154.46' 10 3 0.25' 4 14 CO 8''WW 8''WW 8''WW 8''WW 8''WW 8''WW 8''WW 8''WW 8''WW 8''WW R 10' ' 4 7 R 5 3 4' 4 R 14 A D A L=100.04', R=505.00', D=11°21'02", B=N56°56'23"W, C=99.88' 8''WW E E T A G WW CO OIL G.T. W BFP A/W SD BE FDC BOUNDARY / RIGHT OF WAY EASEMENT / SETBACK / BUILDING OVERHANG CURB / EDGE OF PAVEMENT EXISTING BUILDING FACE BUILDING PAD AREA HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT CONCRETE SWLK. / PVMT. OPEN SPACE HANDRAIL (ADA) ACCESSIBLE ROUTE (ADA) FIRE LANE STRIPING OVERHEAD UTILITY LINE LIMITS OF 100 YEAR FLOOD PLAIN RETAINING / SCREEN WALL ROD/NAIL FOUND OR SET BENCHMARK PARKING LOT BUMPER CURB ELECTRIC TRANSFORMER PAD SIGN UTILITY POLE UTILITY / LIGHT POLE GUY WIRE LIGHT POLE ELECTRIC PULL BOX ELECTRIC MANHOLE ELEC. / TELE. RISER AIR CONDITIONER UNIT GAS METER WASTEWATER MANHOLE CLEAN-OUT OIL INTERCEPTOR GREASE TRAP WATER METER VAULT WATER VALVE FIRE HYDRANT WATER MANHOLE BACKFLOW PREVENTER AIR/WATER STATION STORM DRAINAGE INLET STORM DRAIN MANHOLE BUILDING ENTRANCE FIRE DEPARTMENT CONECTION 25' 19.5' D TRASH COMPACTOR / DUMPSTER PAD L W 8 ' ' L W 8 ' ' DUNANT WAY 70' R.O.W. - ASPHALT (PUBLIC) (35 M.P.H. SPEED LIMIT) LOT 2B LOT 2C LOT 2D LOT 2E REFERENCE "SITE PLAN NOTE" ON GENERAL NOTES SHEET(S) FOR ADDITIONAL NOTES. 16''WL 16''WL 16''WL 16''WL 16''WL 16''WL 16''WL 16''WL 16''WL 16''WL LOT 6A KEY MAP SCALE: N.T.S. 12 B F P N 7 3 ° 4 2 ' 2 9 " W , 1 0 1 . 0 7 ' ' W W 8 ' ' W W 8 ' 8 ' ' W L ' W W 8 ' ' W W 8 ' ' W W 8 ' A PERMIT IS REQUIRED FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY. ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING & PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL FORM SIDEWALKS AND VERIFY SLOPES PRIOR TO POURING CONCRETE. CONTRACTOR SHALL ENSURE THAT CROSS SLOPES ARE NO GREATER THAN 2% AND RUNNING SLOPE ARE NO GREATER THAN 5%. IF ANY DISCREPANCY ARISES, CONTRACTOR SHALL CONTACT ENGINEER FOR SOLUTION. 8 ' ' W L ' W L 1 6 ' ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE CONSTRUCTION DETAIL SHEETS FOR ADDITIONAL INFORMATION. ' W L 1 6 ' ' W L 1 6 ' ' W L 1 6 ' ' W L 1 6 ' YARDS, FENCES, VEGETATIVE SCREENING OR BERMS SHALL BE PROVIDED TO SCREEN ADJACENT RESIDENTIAL USES FROM VIEWS OF OFF-STREET PARKING AREAS, MECHANICAL EQUIPMENT, STORAGE AREAS, AND FOR REFUSE COLLECTION (SECTION 25-2-1066). ' W L 1 6 ' 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 25-3-86]. ' W L 1 6 ' 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. ALL DUMPSTERS AND ANY PERMANENTLY PLACED REFUSE RECEPTACLES WILL BE LOCATED AT A MINIMUM OF TWENTY (20) FEET FROM ADJACENT RESIDENTIAL USES ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTY. EXTERIOR LIGHTING MAY NOT EXCEED 0.4 FOOT CANDLES ACROSS THE SOURCE PROPERTY LINE. [SECTION 25-3-86]. 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. (REFERENCE SUBCHAPTER E FIGURE 34. INCLUDED ON THIS SHEET) NONE OF THE ON-STREET SPACES ARE RESERVED FOR THE DEVELOPMENT AND MAY BE USED BY ANY MEMBER OF THE PUBLIC. THE DEVELOPER MUST BE AWARE THAT THEY CAN COUNT ON-STREET SPACES AT THEIR OWN RISK; THE SPACES MAY BE REMOVED AT ANY TIME FOR ANY REASON AND THE CITY OF AUSTIN WILL NOT RELOCATE DISPLACED ON-STREET PARKING. IN ADDITION, IF THE ADJOINING STREET APPLIES FOR AND RECEIVES RESIDENTIAL PERMIT PARKING, THE PARKING FOR THE DEVELOPMENT WILL NOT COUNT AS RESIDENTIAL PARKING AND THE RESIDENTS WILL NOT RECEIVE RESIDENTIAL PARKING PERMITS. R O F D E Z I R O H T U A T O N O T R O I R P N O I T C U R T S N O C L A V O R P P A Y T I C L A M R O F 5 8 0 5 1 - F : O N M R F I 0 6 5 5 . 9 6 6 . 2 1 5 2 0 7 8 7 , S A X E T , I N T S U A 0 0 2 E T U S I , T E E R T S H T 5 T S A E 1 2 0 2 E S U D E X I M K R A P N O T S A E N L K R A P N O N U 0 1 3 7 I S A X E T , Y T N U O C S V A R T I , I N T S U A : T C E J O R P CITY APPROVAL STAMP I A N A L P E T S D E L A T E D I : I E L T T T E E H S SHEET CS102 12 OF 32 SP-2021-0143C R 1 9 . 5 0 ' FIRE LANE 9 . 5 ' R 1 E N A L E R I F 6 18 FIRE LANE 19 MATCH LINE - THIS SHEET ADA 19 HEAVY DUTY PAVING (DESIGNED FOR LOADS OF EMERGENCY VEHICLE). REFERENCE PAVEMENT SECTION IN GEOTECH REPORT FOR THICKNESS LIGHT DUTY PAVING. REFERENCE PAVEMENT SECTION IN GEOTECH REPORT FOR THICKNESS CONCRETE SIDEWALK. REFERENCE CONSTRUCTION DETAILS CONCRETE CURB. (TYP) REFERENCE CONSTRUCTION DETAILS. TYPE 1 ADA CURB RAMP. (REFERENCE CG101 FOR GRADES) REFERENCE CONSTRUCTION DETAILS. CROSSWALK STRIPING. REFERENCE CONSTRUCTION DETAILS. FIRE LANE STRIPING. REFERENCE CONSTRUCTION DETAILS. 8' 9 . 4 5 , E " 7 4'2 4 ° 1 4 N PAVEMENT STRIPING (TYPICAL). REFERENCE CONSTRUCTION DETAILS ACCESSIBLE PARKING SPACE. REF. CONSTRUCTION DETAILS FOR ACCESSIBLE STRIPING DETAIL. ACCESSIBLE PARKING SIGN ON A BOLLARD. REF. CONSTRUCTION DETAILS. ' W W 8 ' GENERAL NOTES: ' W W 8 ' CONCRETE WHEEL STOPS (TYP) REFERENCE CONSTRUCTION DETAILS 8''WW 8''WW TRASH RECEPTACLE LOCATION WITH 8" MASONRY ENCLOSURE. REFERENCE ARCHITECT SHEETS FOR ADDITIONAL INFORMATION CONCRETE BOLLARD. REFERENCE CONSTRUCTION DETAILS. DIRECTION ARROW MARKING CURBSIDE PICKUP SIGN BICYCLE PARKING. 5 SPACES/EA (TYP) REF. CONSTRUCTION DETAILS CONNECT TO EXISTING DRIVEWAY 16''WL 16''WL 16''WL STOP SIGN. REFERENCE CONSTRUCTION DETAILS ' W L 1 6 ' STOP BAR STRIPING. REFERENCE CONSTRUCTION DETAILS RETAINING WALL W/ SLEEVE FOR FENCE POST, BY OTHERS; REF. CONSTRUCTION DETAILS MOUNTABLE CURBS; REFERENCE CONSTRUCTION DETAIL ON SHEET C303 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. G F E D C B A A 13. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE. [SECTION 25-3-86]. 14. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. SUBCHAPTER E FIGURE 34: EXAMPLES OF FULLY-SHIELDED LIGHT FIXTURES. (REFERENCE SITE PLAN NOTE 11) 8/29/226 of 611