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Permit Review Detail
Review Status: Completed
Review Details: DEVELOPMENT PLAN
Permit Number - D04-0015
Review Name: DEVELOPMENT PLAN
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
04/23/2004 | FERNE RODRIGUEZ | START | PLANS SUBMITTED | Completed | |
04/23/2004 | JIM EGAN | COT NON-DSD | FIRE | Approved | The Development Plan is approved April 23, 2004. |
04/27/2004 | KAY MARKS | PIMA COUNTY | ADDRESSING | Denied | 201 N. STONE AV., 1ST FL TUCSON, AZ 85701-1207 KAY MARKS ADDRESSING OFFICIAL PH: 740-6480 FAX #: 740-6370 TO: CITY PLANNING FROM: KAY MARKS, ADDRESSING OFFICIAL SUBJECT: D04-0015 YWCA OF TUCSON / DEVELOPMENT PLAN DATE: APRIL 27, 2004 The above referenced project has been reviewed by this Division for all matters pertaining to street naming/addressing, and the following matters must be resolved prior to our approval: 1: Revise Location Map per Subdivision Review Standards. 2: Add recording Book and Page for Rio Nuevo North in Legal Description. 3: Label adjacent lot numbers on sheet 2. 4: Delete 440 N. Grande Avenue from all sheets. This project will be assigned an address from Bonita Avenue. |
05/12/2004 | FRODRIG2 | OTHER AGENCIES | PIMA ASSN OF GOVTS | Approved | |
05/12/2004 | JCLARK3 | ENV SVCS | REVIEW | Denied | Landfill with in 1000 ft of Rio Nuevo North (old landfill) contact Ray Murry @ 791-5414. Refuse enclosure per Development Std. Section 6. Enclosure detail required, 10' inside clear dimensions Iinside bollards). No provisions for recycling. |
05/19/2004 | LIZA CASTILLO | UTILITIES | TUCSON ELECTRIC POWER | Approved | SUBJECT: YWCA OF TUCSON D04-0015 Tucson Electric Power Company has reviewed and approved the development plan dated April 6, 2004. It appears that there are no existing facilities or conflicts within the boundaries of this proposed development. Please submit a final set of site plans including grading, paving, landscaping and electrical load plans, to determine how TEP will serve this commercial development. Submit your plans a minimum of eight (8) weeks prior to requiring service. If easements are required, they will be secured by separate instrument. Liza Castillo Land Management Tucson Electric Power Company lcastillo@tep.com Office: (520) 917-8479 Pager: (520) 218-6565 Fax: (520) 917-8400 |
05/19/2004 | ROGER HOWLETT | COT NON-DSD | COMMUNITY PLANNING | Denied | URBAN PLANNING AND DESIGN COMMENTS Regarding CASE NUMBER: CASE NAME: DATE SENT: D04-0015 YWCA of Tucson 05/18/04 Civic Assembly () Tentative Plat ( ) Development Plan ( ) Landscape Plan () Revised Plan/Plat ( ) Other: Irrigation, Grading Plan, Utility Plan, & Stormwater Pollution Prevention Plan PLANNED AREA DEVELOPMENT: Río Nuevo Redevelopment Plan Development Area 2 COMMENTS DUE BY: 05/20/2004 SUBJECT DEVELOPMENT PLAN HAS BEEN REVIEWED BY THE COMPREHENSIVE PLANNING TASKFORCE, AND STAFF SUBMITS THE FOLLOWING COMMENTS: () No Annexation or Rezoning Conditions - No Comment () Proposal Complies with Annexation Conditions () RCP Proposal Complies With Plan Policies ( ) See Additional Comments Attached () No Additional Comments - Complies With Planning Comments Submitted on: ( ) Resubmittal Required: () Tentative Plat ( ) Development Plan ( ) Landscape Plan ( ) Other: Development Site Methane Control Plan, Floor Plans, Sign Plan, Outdoor Lighting Plan, Elevation renderings, perimeter wall details. REVIEWER: Deborah Estolano DATE: 05/18/04 COMPREHENSIVE PLANNING TASK FORCE COMMENTS D04-0015 YWCA of Tucson – Civic Assembly This Development Plan must be in conformance with the design policies and criteria of the 1987 Río Nuevo Redevelopment Plan/ Planned Area Development (PAD) and any of its components. Please also note that this document is available at: http://www.ci.tucson.az.us/planning/genplan/srplans.htm To assure that this development is in conformance with the PAD, please address the following: APPROVAL BY THE REDEVELOPMENT ADMINISTRATOR (CITY OF TUCSON ECONOMIC DEVELOPMENT OFFICE) Please note that this Development Plan and related construction documents and building specifications must be approved by the Redevelopment Administrator prior to the development of the site. Please submit this Development Plan to Larry Cummings, Economic Development (791-5093) for their review. Following approval by the Redevelopment Administrator, Development Plans must be forwarded to the City for approval. CDRC will then have 30 days to complete its review. Please provide a copy of the written approval by the Economic Development office (PAD Sections III.B.2.b.1 and III.B.2.b.3). If revisions occur and substantial changes are made to this Development Plan, the developer must re-submit the revised Development Plan to the Redevelopment Administrator prior to re-submittal to CDRC for review (PAD Section III.B.2.b.3). DEVELOPMENT SITE METHANE CONTROL PLAN The PAD area contains two closed Solid Waste Disposal Sites (SWDS). The site that affects this parcel is located on the property to the west. This PAD includes a Master Methane Control Plan (MMCP) that addresses mitigation measures associated with methane generation and migration and methane monitoring and reporting procedures. The applicant must submit a Development Site Methane Control Plan (PAD Sections III.B.4.c, III.B.4.d, III.B.4.e), indicating perimeter methane control and/or monitoring to the following agencies: City of Tucson Solid Waste Department Development Services Department Fire Department Urban Planning and Design Pima County Air Quality Control District State of Arizona Department of Health Services Once the above agencies have reviewed and approved the control plan, please provide a copy of their written approval. FLOOR PLANS Please include in the Development Plan a new sheet providing a floor plan fully dimensioned and all of the uses indicated; also include elevation renderings with dimensions and views from all sides of the proposed development (PAD Section III.B.2.b.2). SIGN PLAN Please include in the Development Plan a new sheet, providing a Sign Plan concept, showing the location, size and lighting sources of all signs and other advertising devices. Also, please include the following notes on the Sign Plan: The design of permitted signs shall be architecturally integrated with the building design (PAD Section III.A.3.e). Please include on the Sign Plan details of the proposed signs, demonstrating how the proposed development meets this requirement. No advertising devices shall be permitted which revolve, rotate, move or create the illusion of movement, or have any visible moving, revolving, or rotating surface or parts. No part of an illuminated advertising device light source or any light shall revolve, rotate, move, or create the movement, nor change color, fluctuate or vacillate. No off-premise signage, except for real estate and directional signs, shall be allowed. Window paste-ups or similar temporary signs intended to be read from streets, drives and parking areas shall be prohibited, except that signs advising for sales, special events or other temporary merchandising activities may be displayed with specific approval by the Property Owner’s Association, and the City Building Safety Division (PAD Section III.A.3.e). OUTDOOR LIGHTING PLAN. Please include in the Development Plan a new sheet, providing an Outdoor Lighting Plan for all parking areas, vehicular and pedestrian circulation areas and exterior building lighting to indicate the type, size and height of all lighting structures and fixtures, and illumination specification. Also, please include the following notes on the Lighting Plan: Lights shall not be placed to cause glare or excessive light spillage on neighboring sites and residential neighborhoods (PAD Section III.A.3.d). The design of light fixtures and their structural support shall be architecturally compatible with the surrounding buildings (PAD Section III.A.3.d). Please include on the Lighting Plan details of the outdoor lighting fixtures and supports, demonstrating how the proposed development meets this requirement. DEVELOPMENT CRITERIA. The project is to buffer the existing neighborhoods from higher intensity uses planned for portions of the project using setback and height restrictions. The refuse area and the loading zone are considered the higher intensity uses on the site due to their noise impact on surrounding residences (PAD Section I.C.1.j). Given the close proximity to residences on the north, both the refuse area and the loading zone are to be relocated so they are 50 feet way from the apartment complex to the north. On Sheet C-1, to notes and details, please add the following note: “Landscaping, fences and walls or a combination shall be utilized to visually screen and or physically enclose outdoor storage areas, loading docks and ramps, transformers, storage tanks, and other appurtenant items of poor visual quality.” Furthermore, fence and wall heights shall generally be as tall as those objects or areas they are intended to visually screen; however, no fence or wall shall exceed six feet in height (PAD Section III.A.3.c). The loading zone is to be enclosed to meet this requirement. On Sheet C-1, to notes and details, please add the following note: “Fencing, walls and other structural barriers are to be designed of similar materials, colors and general style as the primary buildings on the site. Chain-link and wooden fences will not be permitted” (PAD Section III.A.3.c and III.B.2.b.2). Please include an additional sheet to the Development Plan, with dimensioned elevation renderings of perimeter walls, refuse area and loading zone enclosures, indicating the materials and colors used. On Sheet C-1, to notes and details, please add the following note: “Minimum required building setback from existing residential development areas: 20 feet” (PAD Section II.A, Development Area 5). On Sheet C-1, to notes and details, please add the following note: “Maximum permitted floor area ratio: 0.5”, and also please provide the floor area calculations demonstrating compliance with this requirement (PAD Section II.A, Development Area 2). On Sheet C-1, to notes and details, please add the following note: “Utility facilities shall be visually screened through undergrounding or appropriate screening” (PAD Section III.A.2.c). On Sheet C-1, to notes and details, please add the following note: “Development is to avoid long linear vistas and building edges within the development envelope and along streetscape through variation in setbacks” (PAD Section III.A.2.c). On Sheet C-1, to notes and details, please add the following note: “No fence or wall shall exceed 6 feet in height” (PAD Section III.A.3.c). On Sheet C-1, to notes and details, please add the following note: “All roof and ground-mounted equipment shall be screened (PAD Section III.A.3.c). LANDSCAPING. Please include the following notes on Sheet L.1 of the Landscape Plan, under a PAD-4 Requirements title (PAD Section II.A, Development Area 2): “Minimum landscape requirements: 10% of gross site area excluding up to 5’ width of landscape areas along public rights-of-way”. With this note, please also provide the calculations indicating how this project meets this PAD requirement “Special screening or buffering: A 5-foot wide landscape strip/five-foot high vegetative screen along northside drainageway.” On the drawing of Sheet L-1, please dimension the width of the landscape buffer along the west property line, demonstrating compliance with this requirement. OTHER COMMENTS On sheet L-1 of the landscape plan and on sheet D-2 of the Development Plan, the loading zone location does not jibe. Please reposition the loading zone so that it is 50 feet away from adjacent residential uses to the north and indicate the new location on both the landscape and the Development Plans. Per staff’s conversation with the architect, it has been determined that the primary use of the site will be for the YWCA corporate offices, with two conference rooms to be used for civic assembly. |
05/20/2004 | PETER MCLAUGHLIN | ZONING | REVIEW | Denied | CDRC TRANSMITTAL TO: Development Services Center Plans Coordination Office FROM: Peter McLaughlin Senior Planner FOR: Patricia Gehlen Principal Planner PROJECT: D04-015 YWCA of Tucson Site Plan Review (1st review) Development Plan TRANSMITTAL: 5-20-04 DUE DATE: 5-20-04 1. Section 5.3.8.2, LUC, permits a maximum of one year from the date of application to obtain approval of a development plan. If, at the end of that time, the development plan has not been approved, it must be revised to be in compliance with all regulations in effect at that time, and must be resubmitted for full CDRC review. The one-year expiration date for this development plan is April 22, 2005. 2. Place the development plan number (D04-015) on each sheet of the d.p., landscape plan and NPPO plan in the lower right hand corner near the title block. DS 2-05.2.1.K 3. Show the location of the property within the square mile of the location map. Also, label all major streets and watercourses within the area shown in the location map. DS 2-05.2.1.D 4. The actual scale of the location map is less than the required 3"=1 mile. Revise the location map to meet this requirement. DS 2-05.2.1.D 5. Indicate location and type of all proposed freestanding signage and freestanding lighting on the development plan. DS 2-05.2.4.W 6. Include a reduced-scale map of the PAD district on the first sheet, indicating the location of the portion to be developed. DS 2-05.2.1.F 7. The parking calculation is incorrect. The proposed "civic assembly" use does not qualify for the calculated parking allowance of 1 vehicle space per 275 square feet of gross floor area. This parking reduction within PAD 4 applies to office uses only which are participating in the Ride Share Program. Revise parking calculation to be based on LUC 3.3.4 for the proposed civic assembly use. (Rio Nuevo Redevelopment Plan Document Sec. III.A.3.b) 8. On sheet 2 of 2 revise the keynote "B" arrows to point correctly to the labeled 12' x 35' loading zone. DS 2-05.2.4.O 9. Keynote "F" is used twice in the plan notes on sheet 2 of 2. Revise to list what keynote "G" represents. 10. Provide the proposed building height on the development plan and provide elevation drawings to demonstrate compliance with PAD 4, Area 2 General Development Standards. It is also unclear if the building is proposed to be one or two stories. Refer to Rio Nuevo Redevelopment Plan Document - PAD Development Area 2, General Development Standard "d" for maximum building heights. DS 2-04.2.4.N 11. Dimension all building setbacks to lot lines. Refer to Rio Nuevo Redevelopment Plan Document - PAD Development Area 2, General Development Standard "a" and "b" for required building setbacks. DS 2-05.2.4.I 12. A requirement of the Rio Nuevo PAD for Development Area 2 is that a 5-foot high vegetative screen and a 5' wide landscape strip be in place along the north side drainageway. Please demonstrate compliance with this PAD standard on the development plan. Rio Nuevo Redevelopment Plan Document - PAD 4 Development Area 2 Development Standard f 13. Demonstrate compliance with PAD 4 Development Area 2 development standard "e" by providing a calculation of landscape coverage. Document - PAD 4 Development Area 2 Development Standard e 14. Please refer to comments from Community Planning and Preservation regarding any additional required development plan elements and notes to demonstrate compliance with Rio Nuevo PAD, such as cross-sectional renderings, floor plans, screening, lighting plans, sign plans, methane control plans and other information. (Rio Nuevo PAD 4) 15. Show the pedestrian circulation system fully dimensioned with widths. When scaled on the drawing the sidewalk located in front of the 4 southernmost parking spaces does not meet the 4-foot minimum width requirement. Revise plan to show all sidewalks dimensioned correctly. DS 2-05.2.4.K 16. The PAAL providing access and maneuverability for the to the loading zone must be a minimum of 24 feet in width at all locations. Revise the drawing to show minimum required PAAL width near the southern crosswalk location. DS 2-05.2.4.D.3 17. In the standard parking space detail revise 2-½-foot wheelstop curbing dimension to be from the front side (wheel side) of the wheelstop curb. Note: wheelstops must also be provided in spaces where vehicles may overhang landscaped areas. If the 11 easternmost parking spaces have adjacent landscaping as indicated by keynote "C" add wheelstops to these spaces. DS 3-05.2.3.C.2 18. In the handicap parking detail indicate the maximum slope of the aisle and detail the dimensions and slope of the concrete ramps to be provided. ANS 19. Add a handicap parking calculation stating the number of h/c spaces required and provided. DS 2-05.2.4.P 20. Show all right-of-way information on the plan including recordation data, dimensioned width of paving, curb cuts, and dimensions from street centerline to curbs and sidewalks. DS 2-05.2.3.C 21. Under the "Site Coverage" provide a Floor Area Ratio (FAR) calculation. The F.A.R. (gross floor area ¸ site area) is calculated as follows: 13,112 square feet GFA ¸ 92,011 square feet site area = 0.14. Also, add to the calculation the maximum F.A.R. allowed by the Rio Nuevo PAD Area 2, which is 0.5. Document - PAD 4 Development Area 2 Development Standard c 22. Provide a bicycle parking calculation showing the number of class 1 and class 2 spaces required and provided. Label the location of bicycle parking on the plan and add a fully dimensioned detail of bicycle parking. DS 2-05.2.4.Q 23. All requested changes must be made to the Development Plan and Landscape Plan. DS 2-07.2.1.A If you have any questions about this transmittal, please call Peter McLaughlin, (520)791-5608. |
05/21/2004 | JOE LINVILLE | LANDSCAPE | REVIEW | Denied | 1) A combination of landscaping, fences and walls shall be used on the perimeter of properties to define property limits, separate use areas, and provide on-site security. Fencing, walls and other structural barriers should be designed of similar materials, colors and general style as the primary buildings on a site. Rio Nuevo Redevelopment Plan/ Planned Area Development Revise the plans as necessary define property limits. seperate uses, and provide security along the southern AND western boundary and show how the wall along the northern part of the site is designed of similar materials, colors and general style as the primary buildings on a site. 2) Revise the plan to comply with the landscape requirement for the Rio Nuevo Pad: 10% of gross site area excluding up to 5' width of landscape areas along public rights-of-way. Provide calculation. 3) Provide a detail for the tree planter in the center of the parking lot in conformance with LUC 3.7.2.3.A.1. Revise all plans to show the same size planter. 4) Revise basin 2 to comply with the stormwater retention manual, p.78. Basins three feet deep and greater should have slopes no greater 4:1. 5) Define note G on sht. 2 of the development plan. 6) Provide a barrier at the perimeter of the vehicular use area (loading area) to prevent vehicles from driving onto unpaved portions of the site. DS 3-05.2.3.C.1 7) Define the symbol "PC used on the landscape plan. 8) Locate any existing protected native plants to be preserved on the landscape plan. The NPP application indicates that two are to remain on site. Specify preservation fencing for plants to remain. 9) Existing trees located along Bonita Avenue are part of the planned streetscape and should not be removed, except for driveway locations. Revise the development plan as necessary. SPECIFY PROTECTIVE FENCING FOR THE ROOT ZONE OF THESE TREES ON THE GRADING AND LANDSCAPE PLANS. 10) Revise the landscape plan to clarify that an appropriate dust control material will be placed as necessary on all areas of the site including the public right of way. LUC 3.7.2.7 11) Revise the landscape and development plans as requested by other agencies. Revise as necessary show the refuse storage and loading areas consistently on all plans. RESUBMITTAL OF THE DEVELOPMENT PLAN, GRADING PLAN AND THE LANDSCAPE PLAN IS REQUIRED |
05/24/2004 | TIM ROWE | PIMA COUNTY | WASTEWATER | Denied | CARMINE DEBONIS, JR. Phone: (520) 740-6586 Director FAX: (520) 740-6380 May 20, 2004 TO: Charles Corrales, Steve Corrales Engineering THRU: FROM: ____________________________________ representing the Pima County Departments of Wastewater Management and Environmental Quality SUBJECT: YWCA of Tucson 'New Building' - Submittal D04-0015 The proposed sewer collection lines to serve the above-referenced project have been reviewed on behalf of the Pima County Department of Environmental Quality (PDEQ) and the Pima County Wastewater Management Department (PCWMD). This review letter may contain comments pertaining to the concerns of either Department. The following comments are offered for your use: This project will be tributary to the Roger Road WWTF via the Northwest Outfall. Provide a letter from PCWWM Planning Services, written within the past 90 days, stating that treatment and conveyance system capacity for this project is available. Contact Robert Decker, PCWWM Planning Services, at (520) 740-6625 regarding this matter. Based on our evaluation, this project would qualify for Participating sewer connection fee rates. Add the project number, D04-0015, to the title block of each sheet. This number should be shown larger or bolder than any cross-reference numbers. SHEET D1. Show the project site in the location map. SHEET D1. Replace wastewater management note 1 with the following note ON-SITE SANITARY SEWERS, EXCEPT PUBLIC SEWERS WITHIN PUBLIC SEWER EASEMENTS OR RIGHTS-OF-WAYS, WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO AN EXISTING PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT AT THE TIME OF SUBMITTAL OF PLUMBING OR BUILDING PLANS. SHEET D1. Show the number of proposed fixture units in a new wastewater management note. SHEET C-3. Show the rim elevation for new sewer manhole 1. SHEET D2, C-2 & C-3. Pima County Wastewater Management Department must be able to drive its large maintenance vehicles down all of the public sewer and utility easements to all of the public sewer manholes on the property. Remove the existing tree adjacent to public sewer line I-82-55. See Section 2.e of PC/COT Standard Detail WWM A-3. SHEETS C-2 & C-3. Pima County Wastewater Management Department must be able to drive its large maintenance vehicles down all of the public sewer and utility easements to all of the public sewer manholes on the property. Clarify where the screen wall along the north side of the project will start and end. If it encroaches into the easements to the north and the west, provide gates in the screen wall the full width of the easements as required by Section 2.f of PC/COT Standard Detail WWM A-3. SHEET D1. Add a general note that reads THE LANDSCAPING WITHIN 10 FEET OF ALL PUBLIC SEWER LINES SHOWN HEREON SHALL BE IN ACCORDANCE WITH THE PLANTING GUIDELINES OF PC/COT STANDARD DETAIL WWM A-4. SHEET C-3. Revise the proposed DIP line’s slope, it currently indicates 29%. We will require a revised set of bluelines, and a response letter, addressing these comments. Additional comments may be made during the review of these documents. County Ordinance 2003-29 went into effect on April 11, 2003. This ordinance requires that a wastewater review fee be paid for each submittal of the development plan. The fee for the first submittal is $166 plus $50 per sheet. For the second submittal, the review fee is $50 per sheet. For all subsequent submittals, the review fee is $39 per sheet. The next submittal of this project will be the second (2nd) submittal. A check for the review fee of this submittal in the amount of $100.00 (made out to PIMA COUNTY TREASURER) must accompany the revised set of bluelines and response letter. If the number of sheets changes, please adjust the review fee accordingly. If you wish to discuss the above comments, please contact me at the phone number provided on the first sheet. |
05/24/2004 | GLENN HICKS | COT NON-DSD | PARKS & RECREATION | Approved | DATE: May 20, 2004 TO: Ferne Rodriguez, Development Services FROM: Glenn Hicks, Parks and Recreation SUBJECT: CDRC Transmittal, D04-0015 YWCA of Tucson: DP CC: Craig Gross, Development Services Staff has reviewed the development plan and has no comments. Please feel free to call me at 791-4873 x 215 if you have any questions. |
05/24/2004 | FRODRIG2 | COT NON-DSD | REAL ESTATE | Approved | No comment. |
05/24/2004 | DALE KELCH | COT NON-DSD | TRAFFIC | Approved | Traffic Engineering recommends APPROVAL of this DP. D. Dale Kelch, EIT Senior Engineering Associate Traffic Engineering Division (520)791-4259x305 (520)791-5526 (fax) dale.kelch@tucsonaz.gov |
06/06/2004 | ELIZABETH EBERBACH | ENGINEERING | REVIEW | Denied | SUBJECT: Tucson YWCA Development Plan Engineering Review REVIEWER: Elizabeth Eberbach ACTIVITY NUMBER: D04-0015 SUMMARY: The Development Plan, Drainage Report, Landscape documents, Grading Plan, and SWPPP were received by Development Services Department Engineering on April 23, 2004. Development Services Department Engineering has reviewed the received items and does not recommend approval of the Development Plan at this time. The Drainage Report and Grading Plan were reviewed for development plan purposes only. DRAINAGE REPORT COMMENTS: 1) City of Tucson Development Standards (DS) Section No. 2-05.2.3.I.1: Provide floodprone area limit delineations for existing / proposed conditions north portion of parcel. 2) D.S.Sec.2-05.2.4.H.7, 10-02.2.3.1.5: Provide discussion in report regarding the existing north channel including the capacity and the proposed Q100. 3) D.S.Sec.2-05.2.4.H.3: Clarify the following in the drainage report: a) It is stated on page 4 that: i) "… If continuing problem arises, fill in the erosion hole with rock riprap…" Explain this section of the report more clearly. ii) "curb keeps water from traveling north …" Clarify this section of the report. iii) there is no water entering from the west property line which contradicts the existing channel. Also on page 5, it states there "are no significant channels onsite". Clarify these sections of the report. b) On exhibit, show where sidewalk scuppers will be needed, if any. c) Label channel Q100 on drainage exhibit. 4) DS Sec.10-02.2.3.1.6: Provide discussion in the report showing retention storage calculations provide for the 5 year minimum storage volume of .126 acre-feet as stated on page 5. 5) D.S.Sec.2-05.2.4.H.1: On the exhibit, label basin as "Retention Basin" and provide general dimension of the basins. Show detention/retention 100-year ponding limits with water surface elevation for the basins. 6) DS Sec.10-02.14.2.10: Provide information on drainage exhibit showing provision for water harvest areas. 7) D.S.Sec.2-05.2.4.I: Discuss minimum building setbacks from the retention basins. The distance shown for the south basin is not acceptable without further discussion in the drainage report to substantiate this design. Provide further justification in form of geotechnical report/addendum to state acceptable setback from basin to the proposed foundation. The geotechnical report needs to provide percolation tests taken at the proposed basin bottom elevation. 8) D.S.Sec.2-05.3.2.A: Provide a geotechnical report discussing suitability and feasibility of soils for proposed project. The report should discuss existing geotechnical conditions, and proposed recommendations for foundations and pavement design. Also include recommendations for slope grades and minimum distances from foundations. The report shall have minimum setbacks for basins from structures. Infiltration test results will be required to be submitted. The geotechnical report shall specifically address all criteria listed in this section. See last sentence of this section for items 6 (c) & (d) regarding hydro-collapsing soils and 30-foot test boring for basin design. Show how infiltration rates shall meet Water Harvesting and Detention / Retention criteria per DS Sec.10-01.III.3.5.1.3.a. 9) D.S.Sec.2-05.2.4.H.3: Provide discussion for conveyance of storm water from Retention Area outlets. Note that sizing for sidewalk scuppers will need to be provided at Grading Plan review stage. 10) Provide statement confirming that the 100-year floodplain flowing along the north channel is contained entirely within the channel, per General Note 9 Book41 page39. See also comments 23 and 24. DEVELOPMENT PLAN COMMENTS: 11) City of Tucson Development Standards (DS) Section No. 2-05.2.1.D: In the project location map, show the subject property, identify major streets, and provide legible (12 point) text for the section, township, and range. 12) DS Sec.2-05.2.1.H: Provide contour interval next to scale and north arrow on each sheet. 13) D.S.Sec.2-05.2.1.K: The applicable case number is D04-0015; provide at lower right hand corner of the sheets. 14) D.S.Sec.2-05.2.2.B.8: If the property is part of a subdivision plat that has been recorded which required review of a development plan, provide the subdivision name and file number (C12-87-4), preferably in the lower right corner of the plan. 15) DS Sec.2-05.2.1.J&2.3.E: For legend, address the following: a) provide 100-year floodplain limits for existing and proposed conditions, as well as water surface contour interval. This information needs to be shown on planview for channel at north portion of project; b) on sheet D2, keynote plan note labels A, B, F, and G do not appear to match call outs. Clarify. 16) DS Sec.2-05.2.2.A.1: On sheet 1, add contact person's name for primary property owner / developer for the project. 17) D.S.Sec.2-05.2.2.C.2.b: Add a general note: "A floodplain use permit and/or finished floor elevation certificates are required. 18) D.S.Sec.2-05.2.2.D.1: Please acknowledge that a right-of-way use permit may be required; contact Permits and Codes at 791-5100. 19) D.S.Sec.2-05.2.4.D.2: Indicate if existing streets are public or private. Provide a cross section for the street that includes dimensioned widths of sidewalks, curb, and utility locations, and show that the proposed sidewalk meets current City of Tucson standards. Curb returns at entrance shall meet minimum radius per City of Tucson Standards. 20) D.S.Sec.2-05.2.3.A&E: Clarify basis of bearing listed on plan view on sheet D2 and that bearing stated in the Basis of Bearing statement on sheet D1. Also, indicate the ground elevation on the site based on City of Tucson Datum (indicate City of Tucson field book number and page). 21) D.S.Sec.2-05.2.3.B&D: Assure all existing utilities and easements are delineated and labeled on the plan view with any applicable dimensioned widths and invert elevations. Some specific items to address includes: a) provide elevation of rim for existing sewer manhole at northwest corner of the project; b) verify/clarify discrepancy book and page for easements at the north side listed on Development Plan Sheet D2 and Landscape plan; c) provide discussion regarding existing well at east side of project; explain purpose and identify type of well on planview with a label; d) Indicate existing overhead electric or light pole along frontage and show location of each existing pole; e) Label pedestals at west and southeast corner of project. 22) D.S.Sec.2-05.2.3.C: Provide recordation data for Bonita Avenue. 23) D.S.Sec.2-05.2.3.I: Floodplain information for the existing storm drainage channel, including the location of the 100-year flood limits for all flows of 100cfs or more with 100-year flood water surface elevations, shall be indicated. Label existing storm channel Q100 entering the site at the north west corner of the project. 24) D.S.Sec.2-05.2.3.I.1: For the existing storm drainage channel along the north portion of the parcel, water surface contours for the 100-year flood with water surface elevations indicated must be shown and clearly labeled. 25) D.S.Sec.2-05.2.4.G: Any proposed easements (utility, drainage, access, etc.) are to be dimensioned and labeled as to their purposes and a note can be added stating whether they will be public or private. 26) D.S.Sec.2-05.2.4.H.1: Address the following basin comments: a) Delineate 100-year ponding limits in detention/retention basin; b) Provide water surface elevation. Delimit setback distance from building; c) Show where overflow will be directed around and away from the proposed buildings. 27) D.S.Sec.2-05.2.4.H: Provide locations and types of drainage structures including outlet for the Retention Area and any sidewalk scuppers. Indicate all proposed ground elevations at different points to provide reference to future grading and site drainage that shows the conveyance from the basins if they overtopped. 28) D.S.Sec.2-05.2.4.I: Dimension appropriate building setbacks from the retention basins. (The distance shown for the south basin is not acceptable without further discussion in the drainage report to substantiate this design, as stated in the above drainage comments) Provide geotechnical assessment addressing concern for seepage near the foundation per the proposed design for gunite covering one side of retention basin side slope adjacent to the proposed building foundation. 29) D.S.Sec.2-05.2.4.M&N: Provide, as a note, the square footage of each structure and label the dimensions of all structures. 30) D.S.Sec.2-05.2.4.S: Indicate emergency vehicle circulation, including accessibility and vehicle maneuverability at southern portion of PAAL. Dimension PAAL width at this location showing that it meets minimum width. 31) D.S.Sec.2-05.2.4.V: Indicate location and type of postal service to assure there are no conflicts with other requirements, such as pedestrian accessibility, utilities, and landscaping. 32) Please acknowledge that a separate grading permit application submittal will be required for development of the site once the Development Plan is approved. 33) Add General Notes 13 and 14 from Book41 page39 to the Development Plan as general notes. Resubmittal is required. The next submittal should address all the above items. Submit revised Drainage Report, revised Development Plan, soils report, and other documentation. If you have questions or would like to set up a meeting, call me at 791-5550, extension 2204. Elizabeth Eberbach, PE Civil Engineer Engineering Division Development Services Department |
06/07/2004 | TOM MARTINEZ | OTHER AGENCIES | AZ DEPT TRANSPORTATION | Passed |