13 SP-2025-0251C - 815 W 11th Street Office Building; District 9 - Staff Report

Planning Commission – July 14, 2026

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PLANNING COMMISSION SITE PLAN WAIVER REQUEST REVIEW SHEET CASE: SP-2025-0251C PLANNING COMMISSION DATE: July 14, 2026 COUNCIL DISTRICT: 9 PROJECT NAME: 815 W 11th Street Office Building ADDRESS OF SITE: 815 W 11th Street APPLICANT: BSF Land Ventures, LLC (Kevin Fleming) AGENT: Bleyl Engineering (Jason Rodgers) AREA: 0.147 acre (6,425 sq.ft.) WATERSHED: Shoal Creek Creek (Urban) WATERSHED ORDINANCE: Comprehensive Watershed Ordinance C.I.P. STATUS: N/A T.I.A.: N/A CAPITOL VIEW: MOPAC Bridge Capitol View Corridor. See Attached Letter. PROPOSED DEVELOPMENT: The applicant is proposing a four story office/residential building with a single residential unit on the fourth floor. Structure parking is proposed on a below ground level and at street level. A waiver is requested from the requirement to place a pedestrian oriented use between the first floor parking and the street. EXISTING ZONING: The site is zoned DMU-CO-ETOD-DBETOD. The Conditional (CO) overlay establishes a height limit of 40 feet for commercial uses and up to 60 feet for Residential uses above 40 feet. DESCRIPTION OF WAIVER: LDC Section 25-6-591 (see appendix) establishes parking standards for projects in the downtown CBD and DMU Zones. One of those requirements is that a parking garage must be separated from an adjacent street by a pedestrian-oriented use. Allowed pedestrian-oriented uses are listed in LDC Section 25-2-691 and include residential uses as well as a variety of retail, restaurant and personal services uses. LDC Section 25-6-591D authorizes the Planning Commission to waive the requirement to provide a pedestrian oriented use if enforcing that regulation does not allow a reasonable use of the property or if other circumstances attributable to the property make compliance impractical. The applicant is requesting a waiver based on the size and configuration of the lot and the proposed access and parking layout. The subject site is a mid-block parcel, approximately 50 feet wide with frontage on 11th Street to the north and to the alley on the south. The proposed building extends to the east and west property lines. A below-ground parking level 10 spaces (including one ADA space) be accessed from the alley. Ten enclosed parking spaces (including 6 compact spaces) would be accessed at street level from 11th Street. The two-way driveway access to the first floor parking is 18 feet wide. As designed, the driveway is generally central to the building, with a 20 foot wide stairwell and elevator lobby to the west, and an 11 foot wide riser room and bicycle parking enclosure to the east. Parking is screened from the street by the lobby, riser room and bicycle parking, but no pedestrian-oriented use is proposed. The applicant has indicated that it would 13 SP-2025-0251C - 815 W 11th Street Office Building; District 91 of 21be infeasible to insert a pedestrian oriented use in either of the narrow spaces to the east or west of the driveway. Further, a pedestrian oriented use in the northwest section of the building would move the stairwell and elevator lobby farther from the street, making pedestrian access to the building’s primary office use less convenient. SUMMARY STAFF RECOMMENDATION: Staff recommends approval to allow a parking garage of 10 spaces to be constructed at street level without the requirement to separate the parking garage from the street with a pedestrian oriented use. The site is constrained by the 50 foot lot width and the minimum width of a driveway necessary to access the parking. Pedestrian access to the primary office use is better served by allowing direct access from the sidewalk to the stairway and elevator lobby. CASE MANAGER: Randall Rouda PHONE: 974-3338 Randall.rouda@austintexas.gov PROJECT INFORMATION: 6,425 sf EXIST. ZONING: DMU-CO-ETOD-DBETOD MAX. BLDG. COVERAGE : 100% MAX. IMPERV. CVRG.: 100% ALLOWED F.A.R.: 5:1 MAX. HEIGHT: 40’(commercial) 60’(Residential) REQUIRED PARKING: NA PROPOSED ACCESS: West 11th Street and Alley PROP. BUILDING CVR: 71% (4,563 sq.ft.) PROP. IMP. CVRG.: 87% (5,612 sq.ft.) PROPOSED F.A.R.: 2.0:1 PROPOSED HEIGHT: 40’ Commercial (3 stories) 55.5’ Residential (1 story) PROVIDED PARKING: 22 spaces SUMMARY COMMENTS ON SITE PLAN: Land Use: The applicant requests a waiver from the requirement to place a pedestrian oriented use between a parking garage and the street. As proposed, the façade facing 11th street would consist of the garage entrance and a pedestrian entrance leading to a stairway and elevator lobby. While this approach offers a less engaging façade for passing pedestrians than a pedestrian oriented use, the narrow lot limits the potential uses which could be placed along the street. Existing development on the south side of 11th Street consists primarily of converted residences on similarly narrow streets. Architectural variety and street trees enhance the pedestrian engagement, attractiveness and interest for pedestrians. Environmental: The site is located with the Shoal Creek Watershed, which is classified as an Urban Watershed. There are no critical environmental features. Transportation: Access to the proposed Office and Residential development will be from West 11th street and the adjacent alley. The proposed development did not require a TIA. This administrative site plan will comply with all applicable requirements of the Land Development Code prior to its release. PLANNING COMMISSION ACTION: Staff Recommends Approval at the July 14, 2026 Hearing. 13 SP-2025-0251C - 815 W 11th Street Office Building; District 92 of 21 SURROUNDING CONDITIONS: Zoning/ Land Use Site: DMU-CO-ETOD-DBETOD: Vacant North: GO-ETOD-DBETOD: West 11th Street. Professional Office South: GO-ETOD-DBETOD: Alley, Professional Office, Single Family Residential East: GO-MU-ETOD-DBETOD: Professional Office West: LO-ETOD-DBETOD/MF-3-ETOD-DBETOD: Professional Office, Multifamily Residential STREET: W 11th Street Alley R.O.W. 60 feet 21 Feet SURFACING 36’ 15’ CLASSIFICATION Corridor Mobility Alley NEIGHBORHOOD ORGANIZATIONS: Austin Independent School District City of Austin Downtown Commission Downtown Austin Alliance Downtown Austin Neighborhood Assn. (DANA) Friends of Austin Neighborhoods Historic Austin Neighborhood Association Homeless Neighborhood Association Old Austin Neighborhood Association Preservation Austin Shoal Creek Conservancy 13 SP-2025-0251C - 815 W 11th Street Office Building; District 93 of 21 APPENDIX A SELECTED LAND DEVELOPMENT CODE SECTIONS § 25-6-591 - PARKING PROVISIONS FOR DEVELOPMENT IN THE CENTRAL BUSINESS DISTRICT (CBD), THE DOWNTOWN MIXED USE (DMU) DISTRICT, THE PUBLIC (P) ZONING DISTRICTS, AND THE UNIVERSITY NEIGHBORHOOD OVERLAY (UNO) DISTRICT. (A) The requirements of this section apply to the: (1) central business district (CBD); (2) downtown mixed use (DMU) zoning district; (3) public (P) zoning district within the area bounded by Martin Luther King, Jr., Boulevard; IH-35; Lady Bird Lake; and Lamar Boulevard; and (4) university neighborhood overlay (UNO) district. (B) Off-street motor vehicle parking is not required within the central business district (CBD) or downtown mixed use (DMU) zoning districts except as provided by this subsection. For purposes of this subsection, off-street parking includes any parking that is designated to serve a use and is not located in a public right-of-way, regardless of whether the parking is onsite or offsite. (4) Except as provided in Subsections (C) and (D) of this section, a parking garage must be separated from an adjacent street by a pedestrian-oriented use described in Section 25-2-691 (Waterfront Overlay (WO) District Uses) that fronts on the street at the ground level. (D) The Land Use Commission may waive the requirement of Subsection (B)(5) of this section during the site plan review process after determining that: (1) present and anticipated development in the area is not amenable to access by pedestrians; (2) the requirement does not allow a reasonable use of the property; or (3) other circumstances attributable to the property make compliance impractical. (E)If a waiver is granted under Subsection (D), an area for which the requirement is waived must be screened. § 25-2-691 - WATERFRONT OVERLAY (WO) DISTRICT USES. (C) A pedestrian-oriented use is a use that serves the public by providing goods or services and includes: (1) art gallery; (2) art workshop; (3) cocktail lounge; (4) consumer convenience services; (5) cultural services; (6) day care services (limited, general, or commercial); (7) food sales; (8) general retail sales (convenience or general); (9) park and recreation services; (10) residential uses; (11) restaurant (limited or general) without drive-in service; and (12) Other uses as determined by the Land Use Commission. 13 SP-2025-0251C - 815 W 11th Street Office Building; District 94 of 21 13 SP-2025-0251C - 815 W 11th Street Office Building; District 95 of 21City of Austin Founded by Congress, Republic of Texas, 1839 Development Services Department One Texas Center, 505 Barton Springs Road P.O. Box 1088, Austin, Texas 78767 December 17, 2020 Steven Bell 2209 Meadowbrook Drive Austin, TX 78703 RE: 815 W 11th Street (C17-2020-0103), Capitol View Corridor General Determination Dear Mr. Bell, The Capitol View Corridor General Elevation Determination for 815 W 11th Street (C17- 2020-0103) is now complete. Capitol View Corridors (CVCs) were established by the Texas Legislature and Austin City Council to preserve views of the State Capitol Building by limiting the height of structures located within the corridors. State corridors are codified under Texas Government Code, Chapter 3151. The City corridors are listed in § 25-2, Appendix A. Further, the Capitol Dominance Overlay District, as described in § 25-2-161 and § 25-2- 641, was created to keep buildings within close proximity to the Capitol from dominating the structure. The analysis area is comprised of 1 lot at 815 W 11th Street. Areas within CVCs are regulated by the maximum height permitted by the lesser of the base district maximum or the CVC corridor height (§ 25-2-642). The site is zoned LO, which has a zoning height limit of 40 feet. The analysis area is intersected by CVC 07, The MoPac Bridge Corridor. Four points on the site (Spot Elevation, PT 1-4) were identified where the CVC intersects corners or lot lines and at the boundary or furthest extent of the CVC. These points were analyzed to determine the maximum elevation at which a structure may be constructed at each respective point. This analysis was carried out by the Land Use Review Division in the Development Services Department and cross checked and sealed by the City Surveyor in the Public Works Department. The results of the analysis are as follows: Elevation values range from 599.89 to 601.19 Feet Above Mean Sea Level (AMSL). The exhibits that follow are a reference map, showing the analysis points with their elevation values; and a tabular data page with all points and their respective geographic coordinates and elevation values. Please note the information with regard to location of the view corridors and the property boundary are based upon the City of Austin’s Geographic Information System with an accuracy of approximately one foot. If development is proposed approaching maximum 13 SP-2025-0251C - 815 W 11th Street Office Building; District 96 of 21 elevations, or the corridor boundary, a more detailed analysis performed by a Texas Registered Professional Land Surveyor (TRPLS) is recommended. If you have any questions about this determination, please feel free to contact me. Sincerely, Anaiah M. Johnson, MPA, CNU-A Principal Planner, Land Use Review – Site Plan City of Austin Development Services Department 512-974-2932 Anaiah.Johnson@austintexas.gov 13 SP-2025-0251C - 815 W 11th Street Office Building; District 97 of 21 815 W 11th Street C17-2020-0103 CVC General Determination Development Services Dept December 17, 2020 Page 1 of 2 1 inch = 20 feet 20 10 0 Feet 20 W 11TH ST PUBLIC WORKS DEPARTMENT 490 484 PT 1 = 599.89 PT 2 = 600.78 PT 4 = 600.14 PT 3 = 601.19 CVC 07 THE MOPAC BRIDGE CORRIDOR 6 8 4 4 9 0 4 8 8 6 9 4 12/17/2013 SP-2025-0251C - 815 W 11th Street Office Building; District 98 of 21 815 W 11th Street C17-2020-0103 CVC General Determination Development Services Dept December 17, 2020 Page 2 of 2 POINT NO 1 2 3 4 CVC_NO CVC ELEVATION* 599.89 600.78 601.19 600.14 7 7 7 7 EASTING (X)** 3,112,015.11 3,112,066.00 3,112,054.79 3,112,008.91 NORTHING (Y)** 10,073,160.71 10,073,162.61 10,073,126.13 10,073,139.69 * CVC Elevations are NGVD29 (Feet Above Mean Sea Level) ** Coordinates are NAD83 Texas State Plane Grid (Central Zone) 13 SP-2025-0251C - 815 W 11th Street Office Building; District 99 of 216 3 X 4 2 - I E Z S T U O Y A L Revisions/Corrections No. 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 Date Imaged I L A N G R O I This project is located within the Shoal Creek Watershed (Urban Class). All storm flows from this site will be directed to the Shoal Creek Watershed. No portion of this tract is within the boundaries of the 100 year flood plain of any waterway that is within the limits of study of the Federal Flood Insurance Administration FIRM panel #48453C0465K, dated January 22, 2020 for Travis County. All temporary spoils and equipment storage areas shall have silt fence placed along the perimeter of the downslope side. Additional erosion/sedimentation controls may be required at the direction of the City's Environmental and Conservation Services Department Officer/Inspector. The contractor shall work closely with all City Personnel to insure adequacy of placement and maintenance of all erosion/sedimentation control devices. Only those construction entrances shown on the approved site plan shall be used for ingress and egress to and from site. In the event that additional entrance locations are required to facilitate placement of materials, the contractor shall construct a stabilized construction entrance in accordance with City of Austin Standard Details in order to comply with all provisions of the City's Land Development Code and Environmental Protection Ordinances. Edwards Aquifer Note: This project is not located within the Edwards Aquifer Recharge Zone or the Edwards Aquifer Contributing Zone. This site plan is subject to Subchapter E of the Land Development Code (Commercial Design Standards). Compliance with Building Design Standards, Article 3 of Subchapter E, is required, and is to be reviewed for compliance during building code review. All potable water system components installed after January 4, 2014, shall be essentially "lead free" according to the US Safe Drinking Water Act. Examples are valves (corporation stop, curb stop, and pressure reducing), nipples, bushings, pipe, fittings and backflow preventers. Fire hydrants, tapping saddles and 2 inch and larger gate valves are the only components exempt from this requirement. Components that are not clearly identified by the manufacturer as meeting this requirement either by markings on the component or on the packaging shall not be installed. Approval of these plans by the City of Austin indicates compliance with 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. Participation in the Regional Stormwater Management Program by payment was granted for this site plan on ________ (date on the RSMP Approval Letter), by the City of Austin Watershed Protection Department, Office of The Director. The RSMP case number for this project is ________. Refer to RSMP Approval Letter and Agreement for participation conditions. This site is proposing less than 8,000 sf of impervious cover and therefore does not require water quality controls. 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. 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 UST@austintexas.gov if you have any questions. [COA Title 6] A fee-in-lieu of parkland dedication must be paid for 1 residential prior to the issuance of the certificate of occupancy. No certificate of occupancy may be issued for this development until receipt of payment. Contact the Austin Parks and Recreation prior to requesting inspections. . s r e g d o r J 6 2 0 2 / 4 / 6 G W D R E V O C S T E E H S T O L P D A C 4 0 \ ) \ \ I G D L B E C F F O T E E R T S H T 1 1 T S E W 5 1 8 ( 4 0 3 0 7 1 Q S \ ) S T N A T L U S N O C E N O E R A U Q S ( \ 1 Q S S E L I F B O J \ : H 6 2 0 2 @ Site Plan 815 W 11th Street Office Building 815 W. 11th Street Austin, Texas 78701 Jurisdiction: Austin Full Purpose SP-2025-0251C Submittal Date: 07/21/2025 N PROJECT LOCATION Project Location Map N.T.S. Mapsco #585N City of Austin Grid #J23 UCC Case #: UCC-260430-05-01 Special Events Coordination There are potential conflicts with special events around the project area. Please contact the City of Austin Office of Special Events for coordination at least 6 weeks prior to the start of construction. Email Kris.Newman@Austintexas.gov & CC TPWOSECoordination@austintexas.gov ) S T N A T L U S N O C E N O E R A U Q S ( 4 0 3 0 7 1 Q S Jason K. Rodgers I do hereby certify that the engineering work being submitted herein complies with all provisions of the Texas Engineering Practice 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 the Act. The plan or plat is complete, accurate and in compliance with Chapter 25-8 Subchapter A of the Land Development Code. I certify that these engineering documents are complete, accurate and adequate for the intended purposes, including construction, but are not authorized for construction prior to formal City approval. t n e m m o C p p A y B t e a D i n o s v e R i Num ber 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Sheet List Title Cover Plat General Notes Existing Conditions Survey (2023) Existing Conditions Survey (2026) Erosion & Sedimentation Plan Erosion Control Notes Erosion Control Details Demolition Plan Site & Dimensional Control Plan Pavement Repair Plan Floor Plan Parking Level & Level 1 Drainage Area Maps Garage Level Grading Plan Street Level Grading Plan AW General Information and Construction Notes 1 AW General Information and Construction Notes 2 Reviewed By: Development Services Department SP-2025-0251C Development Permit No. City of Austin Fire Department Austin Water Industrial Waste 6/4/26 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Utility Tap Plan Water-Wastewater Plan & Profile Public Water Line Replacement Plan & Profile Fire Protection Plan Construction Details 1 Construction Details 2 Construction Details 3 Utility Details 1 Utility Details 2 Utility Details 3 Utility Details 4 Utility Details 5 Traffic Control Details 1 Traffic Control Details 2 Landscape Plan Landscape Notes and Details Floor Plan Levels 2 & 3 Floor Plan Level 4 & Roof North & South Elevations East Elevations West Elevations Date Date Date Date : r o F d e r a p e r P i i g n r e e n g n E l y e l B t n e m e g a n a M • n g s e D • g n n n a l P i i 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 upon the adequacy of the work of the Design Engineer. Bleyl Engineering and its associates will not be held responsible for the accuracy of the survey or for design errors or omissions resulting from survey inaccuracies. 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. A civil engineer registered in Texas must certify a plan or plat as complete, accurate, and in compliance with Chapter 25-8 Subchapter A of the Land Development Code. The director may waive this requirement after making a determination that the plan or plat includes only minor alterations or improvement that do not require the services of an engineer. Traffic Control Plan Note: This note is being placed on the plan set in place of a temporary traffic control strategy with the full understanding that, at a minimum of 6 weeks prior to the start of construction, a temporary traffic control plan must be reviewed and approved by the Right of Way Management Division. The owner/ representative further recognizes that a review fee, as prescribed by the most current version of the City's fee ordinance, shall be paid each time a plan or plan revision is submitted to Right of Way Management Division for review. The following must be taken into consideration when developing future traffic control strategies: · Pedestrian and bicycle traffic access must be maintained at all times, unless otherwise authorized by Right of Way Management. · No long-term lane closures will be authorized, unless Right of Way Management determines that adequate accommodations have been made to minimize traffic impact. · Project should be phased so that utility installation minimally impacts existing or temporary pedestrian facilities. r e v o C s t n a t l u s n o C e n O e r a u q S A 4 e t i u S , . r D k n a b t s e W 0 0 0 1 6 4 7 8 7 s a x e T , n i t s u A 9 2 7 8 7 X T n i t s u A , 0 0 2 e t S , d v l B e p i l e F n a S 1 0 7 7 8 7 6 - F . o N n o i t a r t s i g e R m r i F s a x e T 0 0 4 2 - 4 5 4 - 2 1 5 . l e T m o c . g n i r e e n i g n e l y e l b . w w w n o t s u o H e o r n o C n a y r B n i t s u A g n d i l i u B e c i f f O t e e r t S h t 1 1 W 5 1 8 t e e r t S h t 1 1 . W 5 1 8 1 0 7 8 7 s a x e T , n i t s u A y t n u o C s v a r T i 1 07/21/2025 SP-2025-0251C SITE PLAN APPROVAL SHEET ____ of ____ 38 FILE NUMBER ______________________ APPLICATION DATE _____________________ APPROVED ON _________________ UNDER SECTION 112 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81,LDC) ___________________ CASE MANAGER _____________________________ ____________________________________________________________________________________________ Director, Development Services Department RELEASED FOR GENERAL COMPLIANCE _________________ ZONING ______________________________ DMU-CO Correction 1 ____________________________________ Rev.1 ______________________________ Correction 2 ____________________________________ Rev.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. Randall Rouda 6/4/26 Design: CS, AN CAD: JW, CS Review: JKR Project No: SQ1 70304 of 38 1 Sheet: SP-2025-0251C 13 SP-2025-0251C - 815 W 11th Street Office Building; District 910 of 21 6 3 X 4 2 - I E Z S T U O Y A L L A N G R O I I w r e f i n n e J . 6 2 0 2 / 7 1 / 6 G W D A O C N A L P E T S S T E E H S T O L P D A C 4 0 \ ) \ I \ I G D L B E C F F O T E E R T S H T 1 1 T S E W 5 1 8 ( 4 0 3 0 7 1 Q S \ ) S T N A T L U S N O C E N O E R A U Q S ( \ 1 Q S S E L I F B O J \ : H 6 2 0 2 @ Existing Cleanout OHE LOC Existing Driveway OHE WW WW 8" PVC Wastewater (S-2017-2029) LOC 6" Conc. Wastewater Line (Abandoned/A-01218) WW WW O H E G G WW WW G e n i l e p i P s a G E P " 2 G OHE G WW WW h t d W i G . . W O R . ' 0 6 W LOC W WW WW W h t d W i t n e m e v a P ' 6 . 6 3 W 70.1' Adjacent Drive G r e t a w e t s a W " 8 W W ) n w o n k n U ( E H O OHE Existing Driveway OHE OHE LOC LOC WW WW Existing Wastewater Manhole #30827 E H O W W ) n w o n k n U ( r e t a w e t s a W " 8 W W W W W W E H O t n e m m o C p p A y B t e a D i n o s v e R i G LOC G G LOC G G LOC G T W W C O L T T T T Existing Curb Inlet OHE G OHE LOC SD SD Existing Cleanout Existing OHE Driveway LOC W W Existing Wastewater Manhole #284716 15" Concrete Storm Sewer Line OHE WW WW ± 3 1 L f 2 " H D P E W Asphalt 17' Offset Drive 18" Concrete Storm Sewer Line L O C W h t d W i . . W O R . G S D G W h t d W i t n e m e v a P ' 0 4 S D ' 0 6 T LOC G T Existing Curb Inlet G G G G W SD Existing 15" Concrete Storm Sewer Line W SD G 2" PE Gas Pipeline G T LOC T Existing Driveway Match Existing Sidewalk See Dtl 432S-1 L O C 2 Short-term Bicycle Parking Permeable See Dtl. 710S-1 Stone Pavers W. 11th Street (60' R.O.W.) 6" CI W Project Unknown Type II Driveway See Dtl. 433S-2 SD 20.8' Adjacent Drive S D G BM # 1 R10' T e n o Z r a e C l ' 6 e n o Z g n i t n a P l ' 7 T W W W O H ± 2 E 1 L f 2 " H D P E W Coordinate with Utility for Removal of Guy Wire W 2" PE Gas Pipeline G G G T 18.5' W G R10' N73° 36' 43"W 49.99' S D W W W Canopy Overhang 6 . 8 ' 1 5 . 3 ' Level 1 Parking Garage Entry ' 5 . 6 3 O H E W W F.R.R. Main Entry Match Existing Sidewalk See Dtl 432S-1 Sidewalk Easement Doc#______________ Dry Stack Retaining Wall C O L Fire Riser Room G G House 4 t o L 3 t o L 817 W. 11th Street Zoning: LO-ETOD-DBETOD Use: Office L O C L O C W " 2 2 ' 2 3 ° 6 1 S ' 2 5 . 8 2 1 L O C Elevator Office Lobby 18.3' 4 Long-term Bicycle Parking Below Stair Landing Secured with Fencing 3 t o L 2 t o L 24.1' Garage Level FFE: 478.25 Street Level FFE: 489.75 ' 5 . 7 19 8.5' 815 W. 11th Street Zoning: DMU-CO-ETOD-DBETOD Use: Office/Residential ' 7 . 9 9 15' 18C 17C 16C 15C 14C 2 t o L 1 t o L 1 2 3 4 ' 5 . 1 2 C O L ' 4 2 . 8 2 1 E " 5 0 ' 0 3 ° 6 1 N C O L House Cinderblock Wall 813 W. 11th Street Zoning: GO-MU Use: Office T 20 T 13C 49.3' 8.5' 12 11 ' 5 . 7 1 Concrete Lower Parking Level Entry T C O L T 1058 H Asphalt House W Gravel Trash W Bin Staging Area Grate Inlet WW ' 7 . 0 2 LOC WW OHE 20' S73° 56' 00"E 50.08' R5' OHE WW T C O L Cinderblock Wall OHE OHE R5' OHE WW Alley LOC ' 3 . 1 2 WW ' 4 . 1 2 WW WW WW Asphalt OHE OHE OHE OHE OHE OHE Asphalt Parking 808 W. 10th Street Zoning: GO-ETOD-DBETOD Use: Office Concrete Parking 1002 West Ave. Zoning: GO-ETOD-DBETOD Use: Office Trash containers shall not be left at curb side unattended. Signs must be posted on the building or at a location that is publicly visible indicating that trash containers may not be left at curbside. The sign shall indicate the City of Austin's Code enforcement phone number for the public to report violations. Each compact parking space/ aisle will be signed "small car only." Site Plan Release Notes a) All improvements shall be made in accordance with the released site plan. Any additional improvements will require site plan amendment and approval of the Development Services Department. Approval of this Site Plan does not include Building and Fire Code approval nor building permit approval. All signs must comply with requirements of the Land Development Code (Chapter 25-10). Additional electric easements may be required at a later date. b) c) d) e) Water and wastewater service will be provided by the City of Austin [or identify the service provider if other than the City of Floors 0 (Parking) 1 (Parking) 2 (Office) 3 (Office) 4 (Condo) 4 (Condo) sf 4624.76 3730 3581 3581 2585 2585.23 f) g) Austin]. All existing structures shown to be removed will require a demolition permit from the City of Austin Development Services Dept. A development permit must be issued prior to an application for building permit for non-consolidated or Planning Commission approved site plans. Garage h) No certificate of occupancy may be issued for the proposed residential condominium project until the owner or owners of the property have complied with Chapter 81 and 82 of the Property Code of the State of Texas or any other statutes enacted by the State concerning condominiums. For driveway construction: The owner is responsible for all costs for relocation of, or damage to utilities. For construction within the right-of-way, a ROW excavation permit is required. i) j) Screening for solid waste collection and loading areas shall be as the same as, or of equality to, principal building materials. 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. See Figure 34 on this sheet. OHE WW WW OHE Permeable Stone Pavers L O C Canopy Overhang 1059 L O C WW ' Existing 8" PVC WW (A-721) 5 . 0 2 ' 5 . 0 2 Legal Description West 15.5 ft of Lot 2 & East 34.5 ft of Lot 3 Olt 4 & 5 Division E Burlage Subd, Outlot No. 4, Division E, City of Austin, Vol. 1, Pg. 24 Benchmarks B.M. #1 - TBD Elevation = XX.XX' 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 contractor shall contact Texas 811 for assistance in determining existing utility locations prior to beginning construction. Contractor shall field verify locations of utility crossings prior to beginning construction. 2-Story House Call Before You Dig!! 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. OHE Concrete Parking 810 W. 10th Street Zoning: GO-ETOD-DBETOD Use: Multi-Family W W T W W Existing Driveway T XX Electric Access 1 t o L r e t a w e t s a W " 8 W W ) n w o n k n U ( W W W W W W W W W W W W W W Garage WW WW Existing Wastewater Manhole # 3 WWID # 30826 Rim: 490.92 Fl: 485.40 00 10' 20' Scale 1" = 10' s t n a t l u s n o C e n O e r a u q S A 4 e t i u S , . r D k n a b t s e W 0 0 0 1 6 4 7 8 7 s a x e T , n i t s u A 9 2 7 8 7 X T n i t s u A , 0 0 2 e t S , d v l B e p i l e F n a S 1 0 7 7 8 7 6 - F . o N n o i t a r t s i g e R m r i F s a x e T 0 0 4 2 - 4 5 4 - 2 1 5 . l e T m o c . g n i r e e n i g n e l y e l b . w w w n o t s u o H e o r n o C n a y r B n i t s u A : r o F d e r a p e r P i i g n r e e n g n E l y e l B t n e m e g a n a M • n g s e D • g n n n a l P i i n a l P l o r t n o C l a n o i s n e m D & e t i i S g n d i l i u B e c i f f O t e e r t t S h 1 1 W 5 1 8 t e e r t S h t 1 1 . W 5 1 8 1 0 7 8 7 s a x e T , n i t s u A y t n u o C s v a r T i 6/17/26 Design: CS, AN CAD: JW, CS Review: JKR Project No: SQ1 70304 10 of 38 Sheet: SP-2025-0251C 13 SP-2025-0251C - 815 W 11th Street Office Building; District 911 of 21 See Details 710S-1 and 710S-6C on Sheet 22 SP-2025-0251C Sheet 12 of 38 13 SP-2025-0251C - 815 W 11th Street Office Building; District 912 of 21(cid:25) (cid:22) (cid:59) (cid:23) (cid:21) (cid:3) (cid:16) (cid:3) (cid:44) (cid:3) E (cid:61) (cid:54) (cid:55) (cid:56) O (cid:60) (cid:36) L L (cid:36) (cid:49) (cid:42) (cid:53) O (cid:44) (cid:44) (cid:3) (cid:23)(cid:28)(cid:22) (cid:23)(cid:28)(cid:21) (cid:23)(cid:28)(cid:20) (cid:23)(cid:28)(cid:19) (cid:23)(cid:27)(cid:28) (cid:23)(cid:27)(cid:27) (cid:23)(cid:27)(cid:26) (cid:23)(cid:27)(cid:25) (cid:23)(cid:27)(cid:24) (cid:23)(cid:27)(cid:23) (cid:23)(cid:27)(cid:22) (cid:23)(cid:27)(cid:21) (cid:17) (cid:3) (cid:44) (cid:90) (cid:85) (cid:72) (cid:73) (cid:76) (cid:81) (cid:81) (cid:72) (cid:45) (cid:3) (cid:25) (cid:21) (cid:19) (cid:21) (cid:18) (cid:26) (cid:20) (cid:18) (cid:25) (cid:3) (cid:42) W (cid:39) (cid:49) (cid:36) L (cid:51) E (cid:42) (cid:36) (cid:49) (cid:36) (cid:53) (cid:39) (cid:39) (cid:49) (cid:36) (cid:42) (cid:49) (cid:39) (cid:36) (cid:53) (cid:42) (cid:54) (cid:55) E E H (cid:54) (cid:55) O L (cid:51) (cid:39) (cid:36) C (cid:3) (cid:23) (cid:19) (cid:63) (cid:12) (cid:3) (cid:63) (cid:3) (cid:63) (cid:44) (cid:3) (cid:3) (cid:44) (cid:3) (cid:3) (cid:42) (cid:39) L (cid:37) E C (cid:41) (cid:41) O (cid:55) E E (cid:53) (cid:55) (cid:54) H (cid:55) (cid:20) (cid:20) (cid:3) (cid:55) (cid:54) E W (cid:3) (cid:24) (cid:20) (cid:27) (cid:11) (cid:3) (cid:23) (cid:19) (cid:22) (cid:19) (cid:26) (cid:3) (cid:20) (cid:52) (cid:54) (cid:63) (cid:12) (cid:54) (cid:55) (cid:49) (cid:36) (cid:55) L (cid:56) (cid:54) (cid:49) O C E (cid:49) O E (cid:53) (cid:36) (cid:56) (cid:52) (cid:54) (cid:3) (cid:3) (cid:11) (cid:3) (cid:63) (cid:20) (cid:52) (cid:54) (cid:54) E L (cid:44) (cid:41) (cid:37) O (cid:45) (cid:63) (cid:29) H (cid:3) (cid:25) (cid:21) (cid:19) (cid:21) (cid:35) (cid:54)(cid:87)(cid:68)(cid:3)(cid:19)(cid:14)(cid:19)(cid:19)(cid:17)(cid:19)(cid:19)(cid:3)(cid:54)(cid:54)L(cid:16)(cid:36) (cid:54)(cid:87)(cid:82)(cid:85)(cid:80)(cid:3)(cid:54)(cid:72)(cid:90)(cid:72)(cid:85)(cid:3)(cid:48)(cid:68)(cid:81)(cid:75)(cid:82)(cid:79)(cid:72)(cid:3)(cid:6)(cid:36)(cid:20) (cid:53)(cid:76)(cid:80)(cid:29)(cid:3)(cid:23)(cid:27)(cid:27)(cid:17)(cid:20)(cid:22) (cid:41)L(cid:3)(cid:44)(cid:81)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:22)(cid:17)(cid:24)(cid:20) (cid:41)L(cid:3)(cid:44)(cid:81)(cid:3)(cid:20)(cid:24)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:22)(cid:17)(cid:21)(cid:25) (cid:41)L(cid:3)O(cid:88)(cid:87)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:22)(cid:17)(cid:21)(cid:25) OHE E(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74)(cid:3)(cid:24)(cid:10)(cid:3)C(cid:88)(cid:85)(cid:69)(cid:3)(cid:44)(cid:81)(cid:79)(cid:72)(cid:87) Existing Curb Inlet 489 OHE W OHE G LOC Existing Cleanout 9 9 8 8 4 4 Existing Driveway OHE LOC Existing Cleanout G OHE LOC 489 Existing Driveway OHE LOC 490 G OHE LOC SD 18" Concrete Storm Sewer Line (cid:53)(cid:72)(cid:83)(cid:79)(cid:68)(cid:70)(cid:72)(cid:3)E(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74)(cid:3)(cid:20)(cid:24)(cid:5)(cid:3)L(cid:68)(cid:87)(cid:72)(cid:85)(cid:68)(cid:79) (cid:90)(cid:76)(cid:87)(cid:75)(cid:3)(cid:20)(cid:27)(cid:5)(cid:3)(cid:53)C(cid:51) SD SD 15" Concrete Storm Sewer Line (cid:21)(cid:28)(cid:17)(cid:24)(cid:19)(cid:3)(cid:79)(cid:73)(cid:3)(cid:20)(cid:27)(cid:5)(cid:3)(cid:53)C(cid:51) (cid:35)(cid:3)(cid:21)(cid:17)(cid:19)(cid:26)(cid:8) L (cid:54)(cid:87)(cid:68)(cid:3)(cid:19)(cid:14)(cid:20)(cid:27)(cid:17)(cid:24)(cid:28)(cid:3)(cid:54)(cid:54)L(cid:16)(cid:36) O C (cid:21)(cid:5)(cid:3)(cid:51)(cid:17)E(cid:17)(cid:3)(cid:42)(cid:68)(cid:86)(cid:3)(cid:48)(cid:68)(cid:76)(cid:81)(cid:3)C(cid:85)(cid:82)(cid:86)(cid:86)(cid:76)(cid:81)(cid:74) 489 W 489 G (cid:54)(cid:87)(cid:68)(cid:3)(cid:19)(cid:14)(cid:21)(cid:22)(cid:17)(cid:23)(cid:19)(cid:3)(cid:54)(cid:54)L(cid:16)(cid:36) (cid:25)(cid:5)(cid:3)C(cid:44)(cid:3)W(cid:68)(cid:87)(cid:72)(cid:85)(cid:3)L(cid:76)(cid:81)(cid:72)(cid:3)C(cid:85)(cid:82)(cid:86)(cid:86)(cid:76)(cid:81)(cid:74) G W (cid:54)(cid:87)(cid:68)(cid:3)(cid:19)(cid:14)(cid:21)(cid:28)(cid:17)(cid:24)(cid:19)(cid:3)(cid:54)(cid:54)L(cid:16)(cid:36) (cid:54)(cid:87)(cid:82)(cid:85)(cid:80)(cid:3)(cid:54)(cid:72)(cid:90)(cid:72)(cid:85)(cid:3)(cid:48)(cid:68)(cid:81)(cid:75)(cid:82)(cid:79)(cid:72)(cid:3)(cid:6)(cid:36)(cid:21) C(cid:82)(cid:81)(cid:81)(cid:72)(cid:70)(cid:87)(cid:3)(cid:87)(cid:82)(cid:3)E(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74) (cid:20)(cid:24)(cid:5)(cid:3)(cid:53)C(cid:51)(cid:3)(cid:54)(cid:87)(cid:82)(cid:85)(cid:80)(cid:3)(cid:54)(cid:72)(cid:90)(cid:72)(cid:85) (cid:53)(cid:76)(cid:80)(cid:29)(cid:3)(cid:23)(cid:27)(cid:27)(cid:17)(cid:24)(cid:19) (cid:41)L(cid:3)(cid:44)(cid:81)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:23)(cid:17)(cid:21)(cid:21) (cid:41)L(cid:3)(cid:44)(cid:81)(cid:3)(cid:20)(cid:24)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:23)(cid:17)(cid:20)(cid:21) (cid:41)L(cid:3)O(cid:88)(cid:87)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:23)(cid:17)(cid:20)(cid:21) LOC T G T Existing Curb Inlet 488 Existing Wastewater Manhole #284716 W 2 " H D P E ± 3 1 L f W Asphalt WW WW 489 WW WW 8" PVC Wastewater (S-2017-2029) 6" Conc. Wastewater Line (Abandoned/A-01218) O H E e n i l e p i P s a G E P " 2 G (cid:54)(cid:87)(cid:68)(cid:3)(cid:19)(cid:14)(cid:27)(cid:19)(cid:17)(cid:19)(cid:25)(cid:3)(cid:54)(cid:54)L(cid:16)(cid:36) (cid:54)(cid:87)(cid:82)(cid:85)(cid:80)(cid:3)(cid:54)(cid:72)(cid:90)(cid:72)(cid:85)(cid:3)(cid:48)(cid:68)(cid:81)(cid:75)(cid:82)(cid:79)(cid:72)(cid:3)(cid:6)(cid:36)(cid:22) (cid:53)(cid:76)(cid:80)(cid:29)(cid:3)(cid:23)(cid:27)(cid:28)(cid:17)(cid:20)(cid:26) (cid:41)L(cid:3)(cid:44)(cid:81)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:23)(cid:17)(cid:24)(cid:26) (cid:41)L(cid:3)O(cid:88)(cid:87)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:23)(cid:17)(cid:23)(cid:26) 490 W W WW WW 491 WW WW G W. 11th Street (60' R.O.W.) W6" CI Project Unknown 489 Existing 15" Concrete Storm Sewer Line E(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74)(cid:3)(cid:24)(cid:10)(cid:3)C(cid:88)(cid:85)(cid:69)(cid:3)(cid:44)(cid:81)(cid:79)(cid:72)(cid:87) G 2" PE Gas Pipeline (cid:24)(cid:19)(cid:17)(cid:24)(cid:21)(cid:3)(cid:79)(cid:73)(cid:3)(cid:20)(cid:27)(cid:5)(cid:3)(cid:53)C(cid:51) (cid:35)(cid:3)(cid:19)(cid:17)(cid:24)(cid:19)(cid:8) G BM # 1 T LOC T Existing Driveway (cid:54)(cid:87)(cid:68)(cid:3)(cid:19)(cid:14)(cid:27)(cid:25)(cid:17)(cid:27)(cid:25)(cid:3)(cid:54)(cid:54)L(cid:16)(cid:36) (cid:3)(cid:21)(cid:5)(cid:3)(cid:51)(cid:17)E(cid:17)(cid:3)(cid:42)(cid:68)(cid:86)(cid:86)(cid:3)(cid:48)(cid:68)(cid:76)(cid:81)(cid:3)C(cid:85)(cid:82)(cid:86)(cid:86)(cid:76)(cid:81)(cid:74) T T (cid:54)(cid:87)(cid:68)(cid:3)(cid:19)(cid:14)(cid:27)(cid:28)(cid:17)(cid:28)(cid:25)(cid:3)(cid:54)(cid:54)L(cid:16)(cid:36) (cid:3)(cid:55)(cid:72)(cid:79)(cid:72)(cid:70)(cid:82)(cid:80)(cid:3)C(cid:85)(cid:82)(cid:86)(cid:86)(cid:76)(cid:81)(cid:74) L O C N73° 36' 43"W 49.99' 489 488 (cid:21)(cid:19)(cid:17)(cid:23)(cid:24)(cid:3)(cid:79)(cid:73)(cid:3)(cid:20)(cid:27)(cid:5)(cid:3)(cid:53)C(cid:51) (cid:35)(cid:3)(cid:19)(cid:17)(cid:24)(cid:19)(cid:8) O H ± 2 E 1 L 2 " H D P E f G 2" PE Gas Pipeline G (cid:54)(cid:87)(cid:68)(cid:3)(cid:20)(cid:14)(cid:19)(cid:19)(cid:17)(cid:24)(cid:20)(cid:3)(cid:54)(cid:54)L(cid:16)(cid:36) T (cid:54)(cid:87)(cid:82)(cid:85)(cid:80)(cid:3)(cid:54)(cid:72)(cid:90)(cid:72)(cid:85)(cid:3)(cid:48)(cid:68)(cid:81)(cid:75)(cid:82)(cid:79)(cid:72)(cid:3)(cid:6)(cid:36)(cid:23) (cid:53)(cid:76)(cid:80)(cid:29)(cid:3)(cid:23)(cid:27)(cid:28)(cid:17)(cid:24)(cid:23) (cid:41)L(cid:3)(cid:44)(cid:81)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:23)(cid:17)(cid:26)(cid:27) (cid:41)L(cid:3)O(cid:88)(cid:87)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:23)(cid:17)(cid:25)(cid:27) T W W W W C O L T T G Permeable Stone Pavers O (cid:26)(cid:17)(cid:28)(cid:23)(cid:3)(cid:79)(cid:73)(cid:3)(cid:20)(cid:27)(cid:5)(cid:3)(cid:53)C(cid:51) 487 H (cid:35)(cid:3)(cid:19)(cid:17)(cid:24)(cid:19)(cid:8) E Sidewalk Easement Doc#______________ G W W r e t a w e t s a W " 8 Existing Driveway OHE ) n w o n k n U ( E H O LOC Existing Wastewater Manhole #30827 W W ) n w o n k n U ( r e t a w e t s a W " 8 W 492 E H O W (cid:87) (cid:81) (cid:72) (cid:80) (cid:80) (cid:82) C (cid:83) (cid:83) (cid:36) (cid:92) (cid:37) (cid:87) (cid:72) (cid:68) (cid:39) (cid:76) (cid:81) (cid:82) (cid:86) (cid:89) (cid:72) (cid:53) (cid:76) G T LOC G W W T T Existing Driveway T (cid:86) (cid:87) (cid:81) (cid:68) (cid:87) (cid:79) (cid:3) (cid:88) (cid:86) (cid:81) (cid:82) C (cid:72) (cid:81) O (cid:72) (cid:85) (cid:68) (cid:88) (cid:84) (cid:54) (cid:3) Electric Access (cid:3) (cid:29) (cid:85) (cid:82) (cid:41) (cid:71) (cid:72) (cid:85) (cid:68) (cid:83) (cid:72) (cid:85) (cid:51) W W r e t a w e t s a W " 8 ) n w o n k n U ( (cid:36) (cid:23) (cid:72) (cid:3) (cid:87) (cid:76) (cid:88) (cid:54) (cid:3) (cid:15) (cid:17) (cid:85) (cid:39) (cid:3) (cid:78) (cid:81) (cid:68) (cid:69) (cid:87) (cid:86) (cid:72) W (cid:19) (cid:19) (cid:19) (cid:20) (cid:3) (cid:25) (cid:23) (cid:26) (cid:27) (cid:26) (cid:3) (cid:86) (cid:68) (cid:91) (cid:72) (cid:55) (cid:3) (cid:15) (cid:81) (cid:76) (cid:87) (cid:86) (cid:88) (cid:36) W LOC 490 2 t o L 1 t o L (cid:21)(cid:5)(cid:3)(cid:51)(cid:17)E(cid:17)(cid:3)(cid:42)(cid:68)(cid:86)(cid:3)(cid:48)(cid:68)(cid:76)(cid:81)(cid:3)C(cid:85)(cid:82)(cid:86)(cid:86)(cid:76)(cid:81)(cid:74) (cid:54)(cid:87)(cid:68)(cid:3)(cid:19)(cid:14)(cid:20)(cid:27)(cid:17)(cid:24)(cid:28) (cid:41)(cid:79)(cid:29)(cid:3)(cid:23)(cid:27)(cid:26)(cid:17)(cid:20)(cid:23) (cid:41)(cid:76)(cid:72)(cid:79)(cid:71)(cid:3)(cid:57)(cid:72)(cid:85)(cid:76)(cid:73)(cid:92) (cid:79) (cid:21) (cid:36) (cid:6) (cid:3) (cid:72) (cid:82) (cid:75) (cid:81) (cid:68) (cid:48) (cid:3) (cid:85) (cid:72) (cid:90) (cid:72) (cid:54) (cid:80) (cid:85) (cid:82) (cid:87) (cid:54) (cid:3) (cid:15) (cid:36) (cid:16) L (cid:54) (cid:54) (cid:3) (cid:16) (cid:3) (cid:19) (cid:24) (cid:17) (cid:28) (cid:21) (cid:14) (cid:19) (cid:3) (cid:68) (cid:87) (cid:54) (cid:76) (cid:74) (cid:81) (cid:76) (cid:87) (cid:86) (cid:91) E (cid:3) (cid:82) (cid:87) (cid:3) (cid:87) (cid:70) (cid:72) (cid:81) (cid:81) (cid:82) C (cid:3) (cid:85) (cid:72) (cid:90) (cid:72) (cid:54) (cid:80) (cid:85) (cid:82) (cid:87) (cid:54) (cid:51) C (cid:53) (cid:3) (cid:3) (cid:5) (cid:24) (cid:20) (cid:21) (cid:21) (cid:17) (cid:23) (cid:27) (cid:23) (cid:3) (cid:29) (cid:5) (cid:27) (cid:20) (cid:3) (cid:81) (cid:44) (cid:3) (cid:79) (cid:41) (cid:19) (cid:24) (cid:17) (cid:27) (cid:27) (cid:23) (cid:3) 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(cid:41)(cid:76)(cid:72)(cid:79)(cid:71)(cid:3)(cid:57)(cid:72)(cid:85)(cid:76)(cid:73)(cid:92) (cid:23)(cid:28)(cid:22) (cid:23)(cid:28)(cid:21) (cid:23)(cid:28)(cid:20) (cid:23)(cid:28)(cid:19) (cid:23)(cid:27)(cid:28) (cid:23)(cid:27)(cid:27) (cid:23)(cid:27)(cid:26) (cid:23)(cid:27)(cid:25) (cid:23)(cid:27)(cid:24) (cid:23)(cid:27)(cid:23) (cid:23)(cid:27)(cid:22) (cid:23)(cid:27)(cid:21) 03 02 01 486 (cid:55)(cid:76)(cid:72)(cid:3)(cid:87)(cid:82)(cid:3)(cid:53)(cid:82)(cid:82)(cid:73)(cid:3)(cid:39)(cid:85)(cid:68)(cid:76)(cid:81)(cid:3)(cid:54)(cid:87)(cid:88)(cid:69)(cid:3)(cid:82)(cid:88)(cid:87) (cid:53)(cid:72)(cid:29)(cid:3)(cid:48)E(cid:51)(cid:3)(cid:51)(cid:79)(cid:68)(cid:81)(cid:86)(cid:3)(cid:73)(cid:82)(cid:85)(cid:3)C(cid:82)(cid:81)(cid:87)(cid:76)(cid:81)(cid:88)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81) (cid:41)L(cid:3)O(cid:88)(cid:87)(cid:3)(cid:20)(cid:27)(cid:5)(cid:29)(cid:3)(cid:23)(cid:27)(cid:23)(cid:17)(cid:27)(cid:21) L O C 485 House ELEV. 484 C O L C O L 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(cid:73)(cid:82)(cid:85)(cid:3)(cid:42)(cid:85)(cid:68)(cid:71)(cid:76)(cid:81)(cid:74)(cid:3)(cid:82)(cid:73)(cid:3)(cid:87)(cid:75)(cid:76)(cid:86)(cid:3)(cid:36)(cid:85)(cid:72)(cid:68) 484 S73° 56' 00"E 50.08' 484 OHE WW Alley LOC 1 t o L W W W W W W W W i i g n r e e n g n E l y e l B t n e m e g a n a M • n g s e D • g n n n a l P i i n a l P g n d a r G i l e v e L e g a r a G 9 2 7 8 7 X T n i t s u A , 0 0 2 e t S , d v l B e p i l e F n a S 1 0 7 7 8 7 6 - F . o N n o i t a r t s i g e R m r i F s a x e T 0 0 4 2 - 4 5 4 - 2 1 5 . l e T m o c . g n i r e e n i g n e l y e l b . w w w n o t s u o H e o r n o C n a y r B n i t s u A (cid:74) (cid:81) (cid:71) (cid:76) (cid:79) (cid:76) (cid:88) (cid:37) (cid:3) (cid:72) (cid:70) (cid:76) (cid:73) (cid:73) O (cid:3) (cid:87) (cid:72) (cid:72) (cid:85) (cid:87) (cid:87) (cid:3) (cid:54) (cid:75) (cid:20) (cid:20) W (cid:24) (cid:20) (cid:27) (cid:3) (cid:3) (cid:87) (cid:72) (cid:72) (cid:85) (cid:87) (cid:54) (cid:3) (cid:75) (cid:87) (cid:20) (cid:20) (cid:3) (cid:17) W (cid:3) (cid:24) (cid:20) (cid:27) (cid:20) (cid:19) (cid:26) (cid:27) (cid:26) (cid:3) (cid:86) (cid:68) (cid:91) (cid:72) (cid:55) (cid:3) (cid:15) (cid:81) (cid:76) (cid:87) (cid:86) (cid:88) (cid:36) (cid:92) (cid:87) (cid:81) (cid:88) (cid:82) C (cid:3) (cid:86) (cid:89) (cid:68) (cid:85) (cid:55) (cid:76) (cid:23)(cid:27)(cid:20) (cid:16)(cid:19)(cid:14)(cid:20)(cid:21) (cid:19)(cid:14)(cid:19)(cid:19) (cid:19)(cid:14)(cid:21)(cid:24) (cid:19)(cid:14)(cid:24)(cid:19) (cid:54)(cid:54)L(cid:16)(cid:36) (cid:19)(cid:14)(cid:26)(cid:24) (cid:20)(cid:14)(cid:19)(cid:19) (cid:54)(cid:87)(cid:82)(cid:85)(cid:80)(cid:3)C(cid:68)(cid:83)(cid:68)(cid:70)(cid:76)(cid:87)(cid:92)(cid:3)(cid:49)(cid:82)(cid:87)(cid:72)(cid:29) (cid:55)(cid:75)(cid:72)(cid:3)(cid:72)(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74)(cid:3)(cid:86)(cid:87)(cid:82)(cid:85)(cid:80)(cid:3)(cid:86)(cid:72)(cid:90)(cid:72)(cid:85)(cid:3)(cid:86)(cid:92)(cid:86)(cid:87)(cid:72)(cid:80)(cid:3)(cid:76)(cid:86)(cid:3)(cid:82)(cid:89)(cid:72)(cid:85)(cid:3)(cid:70)(cid:68)(cid:83)(cid:68)(cid:70)(cid:76)(cid:87)(cid:92)(cid:3)(cid:76)(cid:81)(cid:3)(cid:76)(cid:87)(cid:86)(cid:3)(cid:72)(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74)(cid:3)(cid:70)(cid:82)(cid:81)(cid:71)(cid:76)(cid:87)(cid:76)(cid:82)(cid:81)(cid:17)(cid:3)(cid:3)(cid:36)(cid:81)(cid:92)(cid:3)(cid:73)(cid:79)(cid:82)(cid:90)(cid:86)(cid:3)(cid:81)(cid:82)(cid:87)(cid:3)(cid:70)(cid:68)(cid:83)(cid:87)(cid:88)(cid:85)(cid:72)(cid:71)(cid:3)(cid:76)(cid:81)(cid:3)(cid:87)(cid:75)(cid:72)(cid:3)(cid:86)(cid:92)(cid:86)(cid:87)(cid:72)(cid:80)(cid:3)(cid:90)(cid:76)(cid:79)(cid:79) (cid:69)(cid:72)(cid:3)(cid:70)(cid:82)(cid:81)(cid:89)(cid:72)(cid:92)(cid:72)(cid:71)(cid:3)(cid:90)(cid:76)(cid:87)(cid:75)(cid:76)(cid:81)(cid:3)(cid:87)(cid:75)(cid:72)(cid:3)(cid:85)(cid:76)(cid:74)(cid:75)(cid:87)(cid:3)(cid:82)(cid:73)(cid:3)(cid:90)(cid:68)(cid:92)(cid:17)(cid:3)(cid:3)(cid:55)(cid:75)(cid:72)(cid:3)H(cid:42)L(cid:3)(cid:86)(cid:75)(cid:82)(cid:90)(cid:81)(cid:3)(cid:82)(cid:81)(cid:3)(cid:87)(cid:75)(cid:76)(cid:86)(cid:3)(cid:83)(cid:85)(cid:82)(cid:73)(cid:76)(cid:79)(cid:72)(cid:3)(cid:68)(cid:86)(cid:86)(cid:88)(cid:80)(cid:72)(cid:86)(cid:3)(cid:76)(cid:80)(cid:83)(cid:85)(cid:82)(cid:89)(cid:72)(cid:80)(cid:72)(cid:81)(cid:87)(cid:86)(cid:3)(cid:68)(cid:85)(cid:72)(cid:3)(cid:70)(cid:82)(cid:80)(cid:83)(cid:79)(cid:72)(cid:87)(cid:72)(cid:71)(cid:3)(cid:87)(cid:82)(cid:3)(cid:87)(cid:75)(cid:72) (cid:71)(cid:82)(cid:90)(cid:81)(cid:86)(cid:87)(cid:85)(cid:72)(cid:68)(cid:80)(cid:3)(cid:86)(cid:92)(cid:86)(cid:87)(cid:72)(cid:80)(cid:17) (cid:49)(cid:82)(cid:87)(cid:72)(cid:29)(cid:3)(cid:55)(cid:75)(cid:76)(cid:86)(cid:3)(cid:83)(cid:85)(cid:82)(cid:77)(cid:72)(cid:70)(cid:87)(cid:3)(cid:76)(cid:86)(cid:3)(cid:86)(cid:88)(cid:69)(cid:77)(cid:72)(cid:70)(cid:87)(cid:3)(cid:87)(cid:82)(cid:3)(cid:87)(cid:75)(cid:72)(cid:3)(cid:57)(cid:82)(cid:76)(cid:71)(cid:3)(cid:68)(cid:81)(cid:71)(cid:3)W(cid:68)(cid:87)(cid:72)(cid:85)(cid:3)(cid:41)(cid:79)(cid:82)(cid:90)(cid:3)(cid:48)(cid:76)(cid:87)(cid:76)(cid:74)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81)(cid:3)(cid:53)(cid:88)(cid:79)(cid:72)(cid:3)(cid:11)CO(cid:36)(cid:3)EC(cid:48)(cid:3)(cid:20)(cid:17)(cid:20)(cid:21)(cid:17)(cid:19)(cid:3)(cid:68)(cid:81)(cid:71)(cid:3)CO(cid:36)(cid:3)(cid:44)(cid:87)(cid:72)(cid:80)(cid:3)(cid:49)(cid:82)(cid:17)(cid:3)(cid:25)(cid:24)(cid:27)(cid:54) (cid:82)(cid:73)(cid:3)(cid:87)(cid:75)(cid:72)(cid:3)(cid:54)(cid:54)(cid:48)(cid:12)(cid:3)(cid:83)(cid:85)(cid:82)(cid:89)(cid:76)(cid:86)(cid:76)(cid:82)(cid:81)(cid:3)(cid:87)(cid:75)(cid:68)(cid:87)(cid:3)(cid:68)(cid:79)(cid:79)(cid:3)(cid:87)(cid:85)(cid:72)(cid:81)(cid:70)(cid:75)(cid:76)(cid:81)(cid:74)(cid:3)(cid:74)(cid:85)(cid:72)(cid:68)(cid:87)(cid:72)(cid:85)(cid:3)(cid:87)(cid:75)(cid:68)(cid:81)(cid:3)(cid:24)(cid:3)(cid:73)(cid:72)(cid:72)(cid:87)(cid:3)(cid:71)(cid:72)(cid:72)(cid:83)(cid:3)(cid:80)(cid:88)(cid:86)(cid:87)(cid:3)(cid:69)(cid:72)(cid:3)(cid:76)(cid:81)(cid:86)(cid:83)(cid:72)(cid:70)(cid:87)(cid:72)(cid:71)(cid:3)(cid:69)(cid:92)(cid:3)(cid:68)(cid:3)(cid:74)(cid:72)(cid:82)(cid:79)(cid:82)(cid:74)(cid:76)(cid:86)(cid:87)(cid:3)(cid:11)(cid:55)(cid:72)(cid:91)(cid:68)(cid:86)(cid:3)(cid:51)(cid:17)(cid:42)(cid:17)(cid:12)(cid:3)(cid:82)(cid:85)(cid:3)(cid:68) (cid:74)(cid:72)(cid:82)(cid:79)(cid:82)(cid:74)(cid:76)(cid:86)(cid:87)(cid:10)(cid:86)(cid:3)(cid:85)(cid:72)(cid:83)(cid:85)(cid:72)(cid:86)(cid:72)(cid:81)(cid:87)(cid:68)(cid:87)(cid:76)(cid:89)(cid:72)(cid:17) 4 8 4 (cid:19)(cid:19) WW OHE (cid:23)(cid:27)(cid:20) (cid:20)(cid:14)(cid:21)(cid:24) (cid:20)(cid:19) (cid:21)(cid:19)(cid:10) (cid:54)(cid:70)(cid:68)(cid:79)(cid:72)(cid:3)(cid:20)(cid:5)(cid:3)(cid:32)(cid:3)(cid:20)(cid:19)(cid:10) (cid:57)(cid:72)(cid:85)(cid:87)(cid:76)(cid:70)(cid:68)(cid:79)(cid:3)(cid:20)(cid:5)(cid:3)(cid:32)(cid:3)(cid:20)(cid:10) L(cid:72)(cid:74)(cid:68)(cid:79)(cid:3)(cid:39)(cid:72)(cid:86)(cid:70)(cid:85)(cid:76)(cid:83)(cid:87)(cid:76)(cid:82)(cid:81) W(cid:72)(cid:86)(cid:87)(cid:3)(cid:20)(cid:24)(cid:17)(cid:24)(cid:3)(cid:73)(cid:87)(cid:3)(cid:82)(cid:73)(cid:3)L(cid:82)(cid:87)(cid:3)(cid:21)(cid:3)(cid:9)(cid:3)E(cid:68)(cid:86)(cid:87)(cid:3)(cid:22)(cid:23)(cid:17)(cid:24)(cid:3)(cid:73)(cid:87)(cid:3)(cid:82)(cid:73)(cid:3)L(cid:82)(cid:87)(cid:3)(cid:22)(cid:3)O(cid:79)(cid:87)(cid:3)(cid:23)(cid:3)(cid:9)(cid:3)(cid:24) (cid:39)(cid:76)(cid:89)(cid:76)(cid:86)(cid:76)(cid:82)(cid:81)(cid:3)E(cid:3)(cid:37)(cid:88)(cid:85)(cid:79)(cid:68)(cid:74)(cid:72)(cid:3)(cid:54)(cid:88)(cid:69)(cid:71)(cid:15)(cid:3)O(cid:88)(cid:87)(cid:79)(cid:82)(cid:87)(cid:3)(cid:49)(cid:82)(cid:17)(cid:3)(cid:23)(cid:15)(cid:3)(cid:39)(cid:76)(cid:89)(cid:76)(cid:86)(cid:76)(cid:82)(cid:81)(cid:3)E(cid:15)(cid:3)C(cid:76)(cid:87)(cid:92)(cid:3)(cid:82)(cid:73) (cid:36)(cid:88)(cid:86)(cid:87)(cid:76)(cid:81)(cid:15)(cid:3)(cid:57)(cid:82)(cid:79)(cid:17)(cid:3)(cid:20)(cid:15)(cid:3)(cid:51)(cid:74)(cid:17)(cid:3)(cid:21)(cid:23) (cid:37)(cid:72)(cid:81)(cid:70)(cid:75)(cid:80)(cid:68)(cid:85)(cid:78)(cid:86) (cid:37)(cid:17)(cid:48)(cid:17)(cid:3)(cid:6)(cid:20)(cid:3)(cid:16)(cid:3)(cid:5)(cid:59)(cid:5)(cid:3)(cid:54)(cid:70)(cid:85)(cid:76)(cid:69)(cid:72)(cid:71)(cid:3)(cid:76)(cid:81)(cid:3)(cid:70)(cid:82)(cid:81)(cid:70)(cid:85)(cid:72)(cid:87)(cid:72) (cid:49)(cid:29)(cid:20)(cid:19)(cid:19)(cid:26)(cid:22)(cid:21)(cid:25)(cid:20)(cid:17)(cid:20)(cid:20)(cid:3)(cid:3)E(cid:29)(cid:22)(cid:20)(cid:20)(cid:21)(cid:19)(cid:27)(cid:21)(cid:17)(cid:24)(cid:21) E(cid:79)(cid:72)(cid:89)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81)(cid:3)(cid:32)(cid:3)(cid:23)(cid:27)(cid:27)(cid:17)(cid:28)(cid:25)(cid:10)(cid:3)(cid:3)(cid:3)(cid:3)(cid:3)(cid:3)(cid:3)(cid:3)(cid:3)(cid:3)(cid:49)(cid:36)(cid:57)(cid:39)(cid:3)(cid:20)(cid:28)(cid:27)(cid:27) (cid:55)(cid:75)(cid:72)(cid:3)(cid:79)(cid:82)(cid:70)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81)(cid:3)(cid:82)(cid:73)(cid:3)(cid:68)(cid:79)(cid:79)(cid:3)(cid:72)(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74)(cid:3)(cid:88)(cid:87)(cid:76)(cid:79)(cid:76)(cid:87)(cid:76)(cid:72)(cid:86)(cid:3)(cid:86)(cid:75)(cid:82)(cid:90)(cid:81)(cid:3)(cid:82)(cid:81)(cid:3)(cid:87)(cid:75)(cid:72)(cid:86)(cid:72)(cid:3)(cid:83)(cid:79)(cid:68)(cid:81)(cid:86)(cid:3)(cid:75)(cid:68)(cid:86)(cid:3)(cid:69)(cid:72)(cid:72)(cid:81)(cid:3)(cid:69)(cid:68)(cid:86)(cid:72)(cid:71)(cid:3)(cid:88)(cid:83)(cid:82)(cid:81)(cid:3)(cid:85)(cid:72)(cid:70)(cid:82)(cid:85)(cid:71)(cid:3)(cid:76)(cid:81)(cid:73)(cid:82)(cid:85)(cid:80)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81)(cid:3)(cid:82)(cid:81)(cid:79)(cid:92)(cid:3)(cid:68)(cid:81)(cid:71)(cid:3)(cid:80)(cid:68)(cid:92)(cid:3)(cid:81)(cid:82)(cid:87) (cid:80)(cid:68)(cid:87)(cid:70)(cid:75)(cid:3)(cid:79)(cid:82)(cid:70)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81)(cid:86)(cid:3)(cid:68)(cid:86)(cid:3)(cid:70)(cid:82)(cid:81)(cid:86)(cid:87)(cid:85)(cid:88)(cid:70)(cid:87)(cid:72)(cid:71)(cid:17)(cid:3)(cid:55)(cid:75)(cid:72)(cid:3)(cid:70)(cid:82)(cid:81)(cid:87)(cid:85)(cid:68)(cid:70)(cid:87)(cid:82)(cid:85)(cid:3)(cid:86)(cid:75)(cid:68)(cid:79)(cid:79)(cid:3)(cid:70)(cid:82)(cid:81)(cid:87)(cid:68)(cid:70)(cid:87)(cid:3)(cid:55)(cid:72)(cid:91)(cid:68)(cid:86)(cid:3)(cid:27)(cid:20)(cid:20)(cid:3)(cid:73)(cid:82)(cid:85)(cid:3)(cid:68)(cid:86)(cid:86)(cid:76)(cid:86)(cid:87)(cid:68)(cid:81)(cid:70)(cid:72)(cid:3)(cid:76)(cid:81)(cid:3)(cid:71)(cid:72)(cid:87)(cid:72)(cid:85)(cid:80)(cid:76)(cid:81)(cid:76)(cid:81)(cid:74)(cid:3)(cid:72)(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74)(cid:3)(cid:88)(cid:87)(cid:76)(cid:79)(cid:76)(cid:87)(cid:92) 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(cid:70)(cid:82)(cid:81)(cid:86)(cid:87)(cid:85)(cid:88)(cid:70)(cid:87)(cid:76)(cid:82)(cid:81)(cid:17) C(cid:68)(cid:79)(cid:79)(cid:3)(cid:37)(cid:72)(cid:73)(cid:82)(cid:85)(cid:72)(cid:3)(cid:60)(cid:82)(cid:88)(cid:3)(cid:39)(cid:76)(cid:74)(cid:4)(cid:4) 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(cid:86)(cid:88)(cid:69)(cid:80)(cid:76)(cid:87)(cid:87)(cid:68)(cid:79)(cid:15)(cid:3)(cid:90)(cid:75)(cid:72)(cid:87)(cid:75)(cid:72)(cid:85)(cid:3)(cid:82)(cid:85)(cid:3)(cid:81)(cid:82)(cid:87)(cid:3)(cid:87)(cid:75)(cid:72)(cid:3)(cid:68)(cid:83)(cid:83)(cid:79)(cid:76)(cid:70)(cid:68)(cid:87)(cid:76)(cid:82)(cid:81)(cid:3)(cid:76)(cid:86)(cid:3)(cid:85)(cid:72)(cid:89)(cid:76)(cid:72)(cid:90)(cid:72)(cid:71)(cid:3)(cid:73)(cid:82)(cid:85)(cid:3)C(cid:82)(cid:71)(cid:72)(cid:3)(cid:70)(cid:82)(cid:80)(cid:83)(cid:79)(cid:76)(cid:68)(cid:81)(cid:70)(cid:72)(cid:3)(cid:69)(cid:92)(cid:3)C(cid:76)(cid:87)(cid:92)(cid:3)(cid:72)(cid:81)(cid:74)(cid:76)(cid:81)(cid:72)(cid:72)(cid:85)(cid:86)(cid:17) WW 485 ' 4 . 1 2 Asphalt 486 WW 4 8 7 8 8 4 9 8 4 WW Existing Wastewater Manhole # 3 WWID # 30826 Rim: 490.92 (cid:25)(cid:18)(cid:20)(cid:26)(cid:18)(cid:21)(cid:25) (cid:39)(cid:72)(cid:86)(cid:76)(cid:74)(cid:81)(cid:29) C(cid:54)(cid:15)(cid:3)(cid:36)(cid:49) C(cid:36)(cid:39)(cid:29) (cid:45)W(cid:15)(cid:3)C(cid:54) (cid:53)(cid:72)(cid:89)(cid:76)(cid:72)(cid:90)(cid:29) (cid:45)(cid:46)(cid:53) (cid:51)(cid:85)(cid:82)(cid:77)(cid:72)(cid:70)(cid:87)(cid:3)(cid:49)(cid:82)(cid:29) (cid:54)(cid:52)(cid:20)(cid:3)(cid:26)(cid:19)(cid:22)(cid:19)(cid:23) (cid:82)(cid:73) 38 14 (cid:54)(cid:75)(cid:72)(cid:72)(cid:87)(cid:29) SP-2025-0251C 13 SP-2025-0251C - 815 W 11th Street Office Building; District 913 of 21 6 3 X 4 2 - I E Z S T U O Y A L L A N G R O I I . I w r e f i n n e J 6 2 0 2 / 7 1 / 6 G W D N A L P E G A N A R D D N A G N D A R G S T E E H S T O L P D A C 4 0 \ ) \ I \ I G D L B E C F F O T E E R T S H T 1 1 T S E W 5 1 8 ( 4 0 3 0 7 1 Q S \ ) S T N A T L U S N O C E N O E R A U Q S ( \ 1 Q S S E L I F B O J \ : H 6 2 0 2 @ OHE OHE OHE Existing Curb Inlet 489 Existing Cleanout 9 9 8 8 4 4 W Existing Driveway OHE LOC Existing Cleanout G OHE LOC 489 Existing Driveway OHE LOC 490 G OHE LOC SD 18" Concrete Storm Sewer Line G LOC SD SD 488 Existing Wastewater Manhole #284716 15" Concrete Storm Sewer Line WW WW 489 WW WW 8" PVC Wastewater (S-2017-2029) L O C S D 489 G W S D W 489 G SD SD Existing 15" Concrete Storm Sewer Line T LOC G T Existing Curb Inlet T LOC Existing Driveway G 2" PE Gas Pipeline T 489.13 W 2 " H D P E ± 3 1 L f W Asphalt e n i l e p i P s a G E P " 2 G W. 11th Street (60' R.O.W.) W6" CI Project Unknown 489 SD 489.37 488.87 T BM # 1 G T S D 489 489.29 489.08 L O C 489.36 489.49 S D 489 N73° 36' 43"W 49.99' 489.46 489.52 488 O H ± E 2 1 L f 2 " H D P E G 489.17 T 489.49 489.49 489.65 W 489.55 489.71 490.03 489.53 2" PE Gas Pipeline G T W W W T C O L 489.83 489.75 W LOC 490 T 6" Conc. Wastewater Line (Abandoned/A-01218) O H E 490 W WW WW G W WW WW 491 W W r e t a w e t s a W " 8 Existing Driveway OHE ) n w o n k n U ( E H O LOC Existing Wastewater Manhole #30827 W W ) n w o n k n U ( r e t a w e t s a W " 8 W 492 E H O W G T LOC G W W T LOC T Existing Driveway T XX Electric Access G Permeable Stone Pavers 489.54 489.55 487 O H E Sidewalk Easement Doc#______________ G 486.58 486.98 489.75 486 489.72 489.72 489.69 489.75 BW: 487.49 TW: 489.72 C O TW: 489.75 L BW: 487.07 486.25 485 489.75 489.75 F.R.R. 1 2 3 4 2 t o L 1 t o L House C O L Cinderblock Wall ' 4 2 . 8 2 1 E " 5 0 ' 0 3 ° 6 1 N C O L 4 8 4 813 W. 11th Street Zoning: GO-MU Use: Office T Elevator Office Lobby 484 18C 17C 16C 15C 14C Street Level FFE: 489.75 3 t o L 2 t o L 19 815 W. 11th Street Zoning: DMU-CO-ETOD-DBETOD Use: Office/Residential 20 House 4 t o L 3 t o L 817 W. 11th Street Zoning: LO-ETOD-DBETOD Use: Office L O C L O C W " 2 2 ' 2 3 ° 6 1 S ' 2 5 . 8 2 1 L O C Permeable Stone Pavers 13C 12 11 4 8 4 T 5 8 4 T C O L T 1058 H 4 8 7 4 8 6 Asphalt House Re: Architectural Plans for Grading of this Area 1 t o L W W r e t a w e t s a W " 8 ) n w o n k n U ( W W W W W W W W 484 W W T C O L Cinderblock Wall OHE EG: 483.50 S73° 56' 00"E 50.08' Grate Inlet WW EG: 483.67 484 OHE EG: 484.19 WW Alley WW WW 4 8 7 WW Existing Wastewater Garage Legal Description West 15.5 ft of Lot 2 & East 34.5 ft of Lot 3 Olt 4 & 5 Division E Burlage Subd, Outlot No. 4, Division E, City of Austin, Vol. 1, Pg. 24 Benchmarks B.M. #1 - "X" Scribed in concrete N:10073261.11 E:3112082.52 Elevation = 488.96' NAVD 1988 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 contractor shall contact Texas 811 for assistance in determining existing utility locations prior to beginning construction. Contractor shall field verify locations of utility crossings prior to beginning construction. Garage L O C L O C 1059 4 8 4 WW OHE WW Existing 8" PVC WW Curb Note: Grading lines that indicate flows toward the curb shall be constructed as a catch curb. Grade lines that indicate flows away from curb shall be constructed as a spill curb. Call Before You Dig!! 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. 00 10' 20' Scale 1" = 10' 700 700 698.25 700.00 699.50 LOC SD Landing Down Legend Existing Contour Proposed Contour Proposed Spot Elevation Top of Curb Bottom of Curb Proposed Limits of Construction Proposed Storm Sewer Line Level Landing (Not to exceed 2% in any Direction) ADA Ramp (Not to exceed 8.33%) : r o F d e r a p e r P i i g n r e e n g n E l y e l B t n e m m o C p p A y B t e a D i n o s v e R i s t n a t l u s n o C e n O e r a u q S A 4 e t i u S , . r D k n a b t s e W 0 0 0 1 6 4 7 8 7 s a x e T , n i t s u A 9 2 7 8 7 X T n i t s u A , 0 0 2 e t S , d v l B e p i l e F n a S 1 0 7 7 8 7 6 - F . o N n o i t a r t s i g e R m r i F s a x e T 0 0 4 2 - 4 5 4 - 2 1 5 . l e T m o c . g n i r e e n i g n e l y e l b . w w w n o t s u o H e o r n o C n a y r B n i t s u A t n e m e g a n a M • n g s e D • g n n n a l P i i n a l P g n d a r G i l e v e L t e e r t S g n d i l i u B e c i f f O t e e r t t S h 1 1 W 5 1 8 t e e r t S h t 1 1 . W 5 1 8 1 0 7 8 7 s a x e T , n i t s u A y t n u o C s v a r T i 6/17/26 Design: CS, AN CAD: JW, CS Review: JKR Project No: SQ1 70304 15 of 38 Sheet: SP-2025-0251C 13 SP-2025-0251C - 815 W 11th Street Office Building; District 914 of 21 N A S N A S N A S N A S E O E O E O E O OE OE OE OE OE OE OE OE OE OE OE OE OE OE LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC 500 5 9 4 LOC GAS GAS LOC GAS LOC GAS LOC GAS LOC GAS LOC GAS LOC GAS LOC GAS LOC GAS LOC GAS LOC T T X X X X X X X X X T 0 0 5 W GAS LOC W W GAS C O L T LOC C O L LOC C O L C O L FH C O L LOC OE E O E O LOC E O E O LOC COLEMAN & A S S O C I A T E S Landscape Architecture Environmental Design 9890 Silver Mountain Drive Austin, Texas 78737 Ph: 512-476-2090 F: 512-476-2099 1926 Cambria San Antonio, Texas 78258 Ph: 210-492-4550 F: 210-492-9930 9511 Modesto Ave. NE Albuquerque, New Mexico 87122 Ph: 505-433-3426 OE OE OE OE OE OE OE OE OE OE LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC OE LOC OE 490 LOC S A G OE LOC OE OE OE N A S OE OE LOC LOC LOC LOC E O LOC SAN SAN E O SAN SAN SAN SAN SAN SAN SAN SAN SAN W SAN SAN SAN SAN SAN E O 490 E O S A G SAN SAN S A G S A G S A G W D S D S D S D S 489 485 W E O GAS GAS GAS T S A G W E O W W IM WM E O E O W LOC GAS LOC GAS 490 S A G S A G S A G S A G S A G S A G GAS LOC T GAS LOC C O L C O L C O L C O L 1076 C O L C O L C O L 1075 C O L C O L C O L C O L C O L C O L T 5 8 4 1058 H SD SD SAN SAN SAN SAN SD SD SD SD SD SD W W W W W S A G S A G S D S A G SD C O L S D C O L C O L C O L W W S D S A G S D GAS GAS GAS GAS GAS GAS LOC T LOC LOC LOC S A G S A G S A G S A G 1059 SAN OE SAN SAN SAN C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L 1055 SAN SAN OE OE OE LOC OE OE OE LOC BM # 1 GAS N A S 1056 N A S SAN OE LOC LOC GAS LOC GAS LOC GAS LOC GAS T N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S N A S T 1057 *Removed by Austin Energy C O L C O L OE OE OE OE OE OE LOC SAN LOC SAN SAN LOC OE SAN C O L SAN 485 SAN SAN SAN SAN SAN SAN SAN OE OE OE OE OE OE OE OE OE OE 0 9 4 E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E O 3238SP-2025-0251C13 SP-2025-0251C - 815 W 11th Street Office Building; District 915 of 21 COLEMAN & A S S O C I A T E S Landscape Architecture Environmental Design 9890 Silver Mountain Drive Austin, Texas 78737 Ph: 512-476-2090 F: 512-476-2099 1926 Cambria San Antonio, Texas 78258 Ph: 210-492-4550 F: 210-492-9930 9511 Modesto Ave. NE Albuquerque, New Mexico 87122 Ph: 505-433-3426 SP-2025-0251C333813 SP-2025-0251C - 815 W 11th Street Office Building; District 916 of 21SP-2025-0251C Sheet 25 of 29 Sheet 34 of 3813 SP-2025-0251C - 815 W 11th Street Office Building; District 917 of 21SP-2025-0251C Sheet 29 of 29 Sheet 38 of 3813 SP-2025-0251C - 815 W 11th Street Office Building; District 918 of 21SP-2025-0251C Sheet 26 of 29 Sheet 35 of 3813 SP-2025-0251C - 815 W 11th Street Office Building; District 919 of 21B B.1 B.2 C I E N L Y T R E P O R P 546'-4" 60'-0" HEIGHT LIMIT A 539-7" RESIDENTIAL USE GLAZING, REF. WINDOW SCHEDULE STUCCO-1 PREFINISHED MTL. COPING TO MATCH WINDOWS " 3 - ' 3 1 526'-4" COMMERCIAL USE HEIGHT LIMIT T I M L I " 1 - ' 0 6 I T H G E H G N D L U B I I " 0 - ' 0 4 I E S U L A C R E M M O C INSULATED METAL PANELS 1 HR RATED CMU WALL H.M. DOOR, PNTD. TO MATCH MTL. PANELS STEEL GUARDRAIL, FASTENED TO STAIR STRINGER EXT. STEEL, PAN-STAIR w/ CONC. TREADS 486'-4" (A.A.G.) PARKING GARAGE ENTRY/EXIT I E N L Y T R E P O R P T.O. MECH. SCREEN +55'-6" (544'-6") T.O. ELEVATOR +54'-1" (543'-1") ROOF +50'-7" (539'-7") BRAKE MTL. FASCIA STEEL COLUMN, PNTD. STUCCO-1 (BEYOND) WINDOWS, AS SCHEDULED STEEL GUARDRAIL, MNTD. TO INSIDE FACE OF PARAPET FOURTH FLOOR +38'-10" (527'-10") STUCCO WALL w/ MTL. COPING STRUCTURAL SILICON GLAZED CURTAINWALL SYSTEM STEEL GUARDRAIL w/ 6" DEEP DRINK LEDGE @ 3'-0" A.F.F. THIRD FLOOR +26'-4" (515'-4") BRAKE MTL. FASCIA STRUCTURAL SILICON GLAZED CURTAINWALL SYSTEM STEEL GUARDRAIL w/ 6" DEEP DRINK LEDGE @ 3'-0" A.F.F. C.1 SECOND FLOOR +13'-10" (502'-10") BRAKE MTL. FASCIA PNTD. CMU (BEYOND) STUCCO STAIR LANDING +3'-31/2" (492'-31/2") ALLEY +-5'-4" (483'-8") I E N L Y T R E P O R P C 546'-4" 60'-0" HEIGHT LIMIT 542'-0" RESIDENTIAL USE STEEL GUARDRAIL, MNTD. TO INSIDE FACE OF PARAPET " 2 - ' 8 1 STAIRS (BEYOND) STEEL COLUMNS, PNTD. BRAKE MTL. WRAP @ CORNER STEEL GUARDRAIL, MNTD. TO INSIDE FACE OF PARAPET 526'-4" COMMERCIAL USE HEIGHT LIMIT T I M L I STRUCTURAL SILICON GLAZED CURTAINWALL SYSTEM " 0 - ' 0 6 I T H G E H G N D L U B I I STRUCTURAL SILICON GLAZED CURTAINWALL SYSTEM " 0 - ' 0 4 I E S U L A C R E M M O C C.1 OVERHANG w/ MTL. ROOF, BRAKE MTL. FASCIA, & WOOD SOFFIT w/ EXT. CAN LIGHTS STUCCO-2 STUCCO-1 H.M. DOOR TO MATCH COLOR OF STUCCO-2 486'-4" (A.A.G.) PARKING GARAGE ENTRY/EXIT B.2 B.1 B I E N L Y T R E P O R P A STUCCO-2 T.O. MECH. SCREEN +55'-6" (544'-6") T.O. ELEVATOR +54'-1" (543'-1") ROOF +50'-7" (539'-7") BRAKE MTL. FASCIA STUCCO-1 BRAKE METAL CLADDING FOURTH FLOOR +38'-10" (527'-10") STOREFRONT SYSTEM w/ EXT. DOOR PERFORATED METAL SCREEN GUARDRAIL W/ PNTD. STEEL FRAME BRAKE MTL. CLADDING @ SLAB EDGE THIRD FLOOR +26'-4" (515'-4") INSULATED MTL. PANEL WALL STOREFRONT SYSTEM w/ EXT. DOOR PERFORATED METAL SCREEN GUARDRAIL W/ PNTD. STEEL FRAME SECOND FLOOR +13'-10" (502'-10") SOFFIT HT. +10'-2" (499'-2") PERFORATED METAL SCREEN w/ INTEGRATED PIVOT DOOR STEEL-RETAINED LANDSCAPE PLANTERS FIRST FLOOR +0" (489'-0") PARKING LEVEL BELOW PARKING +-5'-4" (483'-8") CAUTION: DO NOT SCALE DRAWINGS THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT SEAL PROJECT 02.13.2026 I E C F F O E N O E R A U Q S . t S h t 1 1 W 5 1 8 . 1 0 7 8 7 X T , n i t s u A DRAWN BY JL, JT SET ISSUE 10.07.2022: SD PRICING SET 02.13.2026: SITE PLAN COMMENTS REVISIONS REV ID REV NAME DATE SHEET TITLE EXTERIOR ELEVATIONS A2.11 GSPublisherVersion 2122.47.49.7 2 SOUTH ELEVATION SCALE: 3/16" = 1'-0" 1 NORTH ELEVATION SCALE: 3/16" = 1'-0" Thursday, April 30, 2026 | 2:59 PM © 2020 DICK CLARK + ASSOCIATES SP-2025-0251CSheet 36 of 3813 SP-2025-0251C - 815 W 11th Street Office Building; District 920 of 21 SP-2025-0251C Sheet 28 of 29 Sheet 37 of 3813 SP-2025-0251C - 815 W 11th Street Office Building; District 921 of 21