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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL - SITE ALL
Permit Number - T06CM02391
Review Name: RESUBMITTAL - SITE ALL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/04/2007 | DAVE MANN | FIRE | REVIEW | Denied | Sheet C-202 indicates sliding gate details are on sheet SD1.2. Presumably, this would include lock box location. No sheet SD1.2 was provided with this submittal. No dimensions were provide from existing fire hydrants. According to C.O.T. amendments to the 2003 IFC (section 508), all parts of new building should be within 300' of a fire hydrant. This distance is as the hose can be laid. It appears that a new fire hydrant will also have to be installed. |
| 05/14/2007 | TERRY STEVENS | ZONING HC SITE | REVIEW | Denied | see zoning comments |
| 05/14/2007 | TERRY STEVENS | ZONING | REVIEW | Denied | CDRC TRANSMITTAL TO: Development Services Department Plans Coordination Office FROM: Terry Stevens Lead Planner PROJECT: T06CM02391 1375 W. Glenn St. Site Plan TRANSMITTAL: 05/14/07 COMMENTS: Please resubmit revised drawings along with redlines and a response letter, which states how all Zoning Review Section comments regarding the Land Use Code and Development Standards were addressed. 1. Per the LUC Sec. 3.4.3.7.B, If an expansion is greater than twenty-five percent in land area, floor area or vehicular use area full compliance for the entire site is required. This includes pedestrian circulation, parking spaces, handicap parking , loading zones, landscape, PAAL widths, etc. for not only the new structures but for all existing buildings and existing vehicular use areas as well. The letter provided to you by Mr. Gross did not approve the parking layout as referenced in your response and on page C-202. The letter from Mr. Gross allows for the parking calculation to use 1 space per 500 sq. ft. GFA instead of the parking required for Automotive - Service and Repair, which is has a higher parking space requirement. This change does not eliminate the requirement for full code compliance for the entire site. Revise all plans to meet the requirements of the LUC and Development Standards for full code compliance. Provide a copy of the letter on the cover sheet or site plan. (not stapled to) Reference the letter in the parking calculations when showing the required and proposed number of parking spaces. 2. DS 2-02.2.1.2 Provide the legal description of the property on the site plan or cover sheet for the site plan package. Minimum font size of 12 pt is required for legibility and recording keeping purposes. 3. The following comment has not been completely addressed. DS 2-02.2.1.5 A search of the County Assessors records indicates there has been a lot combination done recently. Provide documentation of the lot combination as well as documentation for the required lot combination covenant. Provide on the site plan or the cover sheet the docket and page information for the lot combination covenant. Minimum font size of 12 pt is required for legibility and recording keeping purposes. 4. The following comments have not been completely addressed DS 2-02.2.1.6 All existing and proposed buildings and structures, including location, size, height, overhangs, canopies, and use. Provide dimensions for existing building foot print. Provide floor plans for both the existing and the proposed structures which indicate the location of all exterior doors including bay doors This is used to determine the location of the required pedestrian circulation path as well as floor area for the FAR calculations.. Provide the height of all existing and proposed structures including what appears to be a canopy at the front of the proposed structure. Label the "canopy" and provide dimensions. Provide the allowed height per LUC Sec. 3.2.3.2 as well as the provided height of all structures in the zoning code information portion of the site plan. 5. The following comments have not been completely addressed DS 2-02.2.1.7 Indicate all required zoning setbacks and distances between buildings with dimensions. Street perimeter yard setbacks along a MS&R are based on the location of the future curb. The requirements are 21' or the height of the structure from back of future curb, which ever is greater. See later comment regarding MS&Rs. 6. The following comments have not been completely addressed DS 2-20.2.1.8 Off-street parking, including fully dimensioned layout, location, parking spaces' size and number, and typical parking space details for both handicapped and standard spaces, together with access thereto for existing and proposed parking spaces. The total GFA for this site is 40,524 sq. ft. Parking required as per letter from the zoning administrator is 1:500 GFA. The required number of parking spaces is 81. The number of provided parking spaces, I believe, is 115. Revise notes and calculations. The required number of handicap parking spaces per the IBC Sec. 1106 when 115 parking spaces are provided is 5. Revise plan and notes.. Per IBC Sec.11106.5 for every six (6) or fraction of six (6)accessible parking spaces, at least one shall be van accessible. Revise plan and notes. The accessible parking spaces must be provided in close proximity to the buildings which they serve. Relocate a portion of the handicap parking spaces closer to the existing structure. Provide a dimensioned detail of a standard parking space, handicap parking space and van accessible parking space. FYI: Indicate the maximum slope of 1:48 for the handicap parking space and access aisle. Provide a detail and location of the required handicap parking signage. FYI: The minimum distance from grade to the bottom of the sign is 7' as per City of Tucson standards. I have attached a copy of the required sign with dimensions and verbiage to the site plan. The detail provided for the handicap parking sign is incorrect. See previous supplied sign detail. Per DS 3-05.2.3.C Wheel stops or barriers must be provided at any parking spaces to prevent extending beyond property lines, damaging adjacent landscaping, walls, or buildings; or overhanging adjacent sidewalk areas. If wheel stop curbing is used clearly indicate on the detail for parking spaces that the curb is located two and one-half (21/2) feet from the front of the parking space. 7. The following comments have not been completely addressed DS 2-02.2.1.10 Indicate existing and future sight visibility triangles at all vehicular entrances to the property. See engineering comments. 8. The following comments have not been completely addressed DS 2-02.2.1.11 Points of egress and ingress including locations and width of driveways and parking area access lanes (PAALs). There appears to be fences and gates which separate the vehicular use areas. Provide a note and location of signage which states that gates will remain open during business hours. This is required in order to provide access to the required parking spaces. Clearly indicate widths of all PAALs including existing conditions. A minimum 24' PAAL width is required behind the 90 degree parking spaces located north of the existing structure. The gate area at the west side of the existing building must be a minimum PAAL width of 24'. The space between the bollards and the parking spaces near the dynamometer is required to be a minimum 24' in width. Clearly indicate width of the north west entrance from Glenn St. See DS 3-05.2.2.D and Figure 2 for the specifications for the backup spur located near the southeast corner of the property. 3' curb radius, 3' depth, 3' clear area behind the backup spur, etc 9. The following comments have not been completely addressed DS 2-02.2.1.12 Vehicular, pedestrian, and handicapped circulation clearly identified. See DS 2-08 for criteria regarding pedestrian access. DS 2-08.3.1 Pedestrian Circulation Paths Required. Within all development, a continuous pedestrian circulation path is required. This path must connect all public access areas of the development and the pedestrian circulation path located in any adjacent streets. The areas within the development which must be connected include, but are not limited to, all buildings, all bicycle and vehicle parking areas, all recreation areas, all dumpster areas, and all other common use areas. Areas within the development which are not required to be connected to the pedestrian circulation path are those which will be used only for maintenance or for nonpublic truck use, such as truck loading spaces. Portions of certain Land Use Classes which by their nature will not be used for public pedestrian access, such as industrial uses, commercial storage uses, wholesale uses, contractor's yards, or similar uses, are not required to have sidewalks constructed in conformance with this Standard, as long as adequate pedestrian refuge areas are provided. Within this pedestrian circulation path, an accessible route is also required. The accessible route must connect all areas of the development and the pedestrian circulation path located in any adjacent streets. This accessible route may be identical to the pedestrian circulation path. The areas within the development which must be connected include, but are not limited to, all places of public accommodation, all buildings, all parking spaces designated for use by the physically disabled, all recreation areas, all dumpster areas adjacent to accessible buildings, and all other common use areas. Areas within the development which are not required to be connected to the pedestrian circulation path, as listed above, are also not required to provide an accessible route in those areas as long as at least one (1) accessible route is provided from at least one (1) street fronting on the development to the main entrance of the development on the site. DS 2-08.4.1Sidewalks. Sidewalks within a project must be physically separated from any vehicular travel lane by means of curbing, grade separation, barriers, railings, or other means, except at crosswalks, and must meet the following locational requirements. A. At least one (1) sidewalk will be provided to a project from each street on which the project has frontage, unless there is no vehicular access from a street because of a physical barrier, such as a drainageway or an unbroken security barrier (e.g., a wall or fence). The sidewalk should be located to minimize any conflict with vehicular access to the project. B. A sidewalk will be provided adjacent and parallel to any PAAL on the side where buildings are located. (See Figure 1.) C. A sidewalk will be provided adjacent to any parking space accessed by a PAAL where the space is located on the same side of the PAAL as any building and no other parking spaces or PAALs intervene. (See Figure 2.) D. Sidewalks must connect all areas of the development and must also connect to the pedestrian circulation path located in any adjacent street. E. Sidewalks shall be flood free for all storm discharges of up to a ten (10) year flood event. F. Sidewalks or pedestrian refuge areas may not be located between any motor vehicle parking space and the PAAL providing access to that space. DS 3-05.2.2.B.1 A minimum setback distance of five (5) feet for a pedestrian refuge area must be maintained between any enclosed structure and a PAAL. The refuge area may have a roof for shade, provided it contains a sidewalk and pedestrian access which is unobstructed and is set back one (1) foot from the PAAL. (See Figure 1.) Per the above sections of Development Standards sidewalks are required between the buildings and the parking spaces located on the south side of the existing structure, the northwest corner of the proposed structure, along both buildings adjacent to a PAAL, pedestrian refuge areas with 4' sidewalk where a PAAL is adjacent to a building, in areas such as bay doors a striped 5' pedestrian walk is ok. Pedestrian circulation is required from Glenn St. and Flowing Wells Rd. connecting to all structures as per above referenced code. Handicap ramps and crosswalks must be clearly indicated on the site plan. Provide a detail of the handicap ramp. Access ramps at crosswalks connecting to sidewalks must be provided. In addition Truncated Dome (early warning systems) must be added to all access ramps where transitioning from the pedestrian area to the vehicular use area or at HC access aisles transitioning to the sidewalk area. 10. The following comments have not been completely addressed DS 2-02.2.1.13 If applicable, provide location, type, size and height of existing and proposed signage including billboards. Provide the location of the sign at the southwest corner of the property on the demolition plan and clearly indicate that the sign will be removed. 11. The following comments have not been completely addressed DS 2-02.2.1.14 Provide fully dimensioned required loading spaces and maneuvering areas as per LUC Sec.3.4.5. The indicated loading areas and notes indicate 2 loading zones provided which is incorrect. As per LUC Sec. 3.4.5.3 the existing structure at 16,551 GFA requires 2 loading zones and the proposed structure at "19900" GFA will require 2 loading zones. Loading zones must be in close proximity to the structures which they serve. Revise plan to show dimensioned loading zones and locations as well as calculations for required and provided loading zones. Indicate in the calculations the size of the required loading zones as per LUC Sec.3.4.5. 12. The following comments have not been completely addressed DS 2-02.2.1.19 This property fronts along Flowing Wells and Glenn St. which are on the Major Street and Route overlay. Provide the location of future and existing curb and the width of the future right of way with dimensions. See engineering comments 13. The following comments have not been completely addressed DS 2-02.2.1.20 If applicable, provide on the plan all easements of record together with recording docket and page information. Per your response that easements are shown on C-101, there does not appear to be any easements indicated. Clarify. 14. The following comments have not been completely addressed DS 2-02.2.1.25 If applicable, provide existing and proposed site lighting layout and type. Per your response that the site lighting is shown on C-501. Clarify location, type, and provide a detail of the proposed lighting pole structures. I was unable to find any site lighting on C-501. 15. The following comments have not been completely addressed DS 2-02.2.1.31 List as the existing and proposed use as: "Trade Service and Repair - Major DD "34" : subject to: Sec. 3.5.4.15" 16. The following comments have not been completely addressed DS 2-02.2.1.32 Provide location of the refuse container. See engineering comments. 17. DS 2-02.2.2.A.3 The floor area ratio calculation will need to be revised based on the corrected floor area. Provide in the calculations the allowed FAR as well as the proposed. 18. Cross reference all details to the site plan. 19. Depending on changes to this plan and responses to the above comments additional comments may be forth coming. 20. As it appears there are many comments which were not addressed or not understood, I would be available to have a meeting with your representative to discuss the above issues. Please feel free to call me and set an appointment. If you have any questions about this transmittal, please call Terry Stevens, (520) 837-4961. TLS C:\planning\cdrc\DSC\T06CM02391-2.doc RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised site, Landscape and NPPO Plans and any additional requested documents |
| 05/18/2007 | PATRICIA GILBERT | ENGINEERING | REVIEW | Denied | DATE: May 25, 2007 ACTIVITY NUMBER: T06CM02391 PROJECT NAME: Tucson: New Building PROJECT ADDRESS: 1375 West Glenn Street PROJECT REVIEWER: Patricia Gilbert, Engineering Associate The following items must be revised or added to the site plan. Please include a response letter with the next submittal that states how all comments have been addressed. RESUBMITTAL REQUIRED: SITE PLAN, DRAINAGE REPORT Please note another reviewer than the first conducted this review. 1. Due to the fact the site plan for this project will be significantly changed this review will be minimal and additional comments will apply with next submittal. 2. It has been brought to the attention of this office the site plan will significantly change (see comment 1) after a conversation with the Zoning Reviewer. That said comments regarding on site pedestrian circulation will be forthcoming. Be advised Engineering pedestrian circulation comments will be similar to the zoning comments. DS 2-02.2.1.A12. 3. A grading plan review, approval and permit will be required for this project. Be aware this is not a mapped FEMA floodplain but the parcel lies within a City of Tucson (COT) Regulatory Flood Hazard Area. Areas with a 100-year discharge of 100 cfs or more are designated as a City of Tucson Regulatory Flood Hazard Area. The City of Tucson Floodplain Ordinance requires all structures located within a designated flood hazard area (FEMA or COT) is required to elevate one foot above the 100-year water surface elevation (WSE). That said the likelihood of the fill quantities over 50 cubic yards is high. 4. Provide on sheet C-501 the cut and fill quantities. The cut and fill quantities must be on the site plan which is sheet C-501. DS 2-02.2.1.A.17. 5. Provide lot dimensions and bearings for the boundary of the site. Provide this information on sheet C-501. DS 2-02.2.1.A. 6. Provide existing and future sight visibility triangles for all entrance/exit drives to Glenn Street and Flowing Wells Road. Refer to Development Standard 3-01.5.0. for the requirements. DS 2-02.2.1.A10. 7. Call out the standard detail 207 for the access ramps with detectable warnings on sheet C-501. DS 2-02.2.1.A12. 8. Add a general note to the plan that the entire property lies within a City of Tucson Regulatory flood hazard area. DS 2-02.2.1.A.15. 9. Once calculated provide in a general note the water surface elevation, the required finish floor elevation (FFE) and the datum. DS 2-02.2.1.A.15. 10. Identify the street centerline of Glenn St. and Flowing Wells Rd. Provide this information on sheet C-501. DS 2-02.2.1.A.18. 11. Provide the book and page for Glenn St. and Flowing Wells Rd. Provide this information on sheet C-501. DS 2-02.2.1.A.18. 12. Dimension from street centerline the existing ROW width for Glenn Street and Flowing Wells Road. If the dimension is the same provide only one dimension and label the dimension accordingly. Provide this information on sheet C-501. DS 2-02.2.1.A.21. 13. Provide the existing pavement width for Glenn Street and Flowing Wells Road. If the dimension is the same provide only one dimension and label the dimension accordingly. Provide this information on sheet C-501. DS 2-02.2.1.A.21. 14. The future ROW information provided on the plan is not correct. Please see redlines. From centerline provide the future ROW width, future curb and sidewalk location for Glenn Street and Flowing Wells Road. Again, if the widths are the same show only one dimension. The width of the sidewalk area for a 76' ROW width is 9'. Provide the requested information with appropriate labels. Provide this information on sheet C-501. DS 2-02.2.1.A.19. 15. A 6' sidewalk is required on all MS&R streets. A 5' sidewalk is shown along Glenn Street and Flowing Wells Road. This is not approvable. Provide a 6' sidewalk at the future sidewalk location. DS 2-02.2.1.A.19. 16. In addition to the above comment extend the sidewalk to the west and south property lines. DS 2-02.2.1.A.19. 17. If applicable graphically provide any easements that effect the parcel with docket and page. DS 2-02.2.1.A.20. 18. Provide the datum for the shown contours. This datum should also be the same datum used for the WSE and the FFE, otherwise a conversion will need to be provided on the plan. DS 2-02.2.1.A.23. 19. Indicate a refuse enclosure detail as per D.S. 6-01.4.2. The base shall be a concrete slab with an inside clear dimension of ten (10) feet by ten (10) feet by five (5) inches thick. Steel pipes are required between the container and the enclosure's rear and side walls to prevent the container from damaging the enclosure while being serviced. Enclosure gates have a minimum opening of ten (10) feet. 20. The 10-year flow must be contained under the pedestrian circulation at all down spout locations. On the site plan provide flow arrows and locations for all roof down spouts and add a note, "All roof down spouts on all structures must be routed under any adjacent sidewalk." DS Sec.2-02.2.1.A.16, DS 2-08.4.1.E. 21. Please note that subsequent comments may be necessary upon resubmittal, depending on the nature and extent of revisions that occur to the plans. DRAINAGE REPORT COMMENTS 1. Per SMDDRM, 2.3.1.6.C., a very detailed Detention/Retention Basin Maintenance Checklist and Schedule shall be provided by an Arizona Registered Professional Civil Engineer, which will be followed by anyone performing scheduled and unscheduled maintenance on behalf of the owner(s). A maintenance checklist and schedule shall be provided in the drainage report in effort to clearly communicate the responsibilities involved by the owner for proper maintenance of retention basins. Include a detailed retention basin maintenance checklist and schedule in the drainage report. 2. Provide on the pre and post development site plans all points of drainage concentration for a 100 year event. Be advised this information will also need to be on the site plan. Standards Manual for Drainage Design and Floodplain Management 2.3.1.3.A and B 2.b. 3. This project is not a mapped FEMA floodplain but the parcel lies within a City of Tucson (COT) Regulatory Flood Hazard Area. Areas with a 100-year discharge of 100 cfs or more are designated as a City of Tucson Regulatory Flood Hazard Area. The City of Tucson Floodplain Ordinance requires all structures located within a designated flood hazard area (FEMA or COT) is required to elevate one foot above the 100-year water surface elevation (WSE). Provide a floodplain analysis for the existing and future floodplain conditions for the proposed development. In the analysis provide the WSE for the 100 year event, the FFE and the datum. Refer to the Standards Manual for Drainage Design and Floodplain Management 2.3.1.4., for additional report format, content and requirements. 4. Threshold retention systems must be incorporated within all commercial/industrial projects larger than one acre in size. It is acknowledged that the drainage report has addressed the detention requirements for being located within a critical basin however 5 year threshold retention must also be incorporated in the design of this project. The undeveloped portion of the site must meet the maximum retention requirement, the volumetric difference between developed and the existing 5-year runoff. Provide appropriate discussion and calculations to met the 5 year threshold retention requirements. Stormwater Detention/Retention Manual 2.2. 5. The 10-year flow must be contained under the pedestrian circulation at all down spout locations. Provide calculations, scupper details and discussion stating that the 10-year flow will be contained under the pedestrian circulation at all concentrated locations with. DS Sec.2-02.2.1.A.16 6. Please note that subsequent comments may be necessary upon resubmittal, depending on the nature and extent of revisions that occur to the report. |
| 05/30/2007 | ANDREW CONNOR | NPPO | REVIEW | Denied | Submit Application for Exception; include acceptable documentation, which clearly indicates that the project will not impact Protected Native Plants. |
| 05/30/2007 | ANDREW CONNOR | LANDSCAPE | REVIEW | Denied | 1. Revise landscape plan per DS 2-07.0. to verify that entire site meets current minimum requirements. Indicate all improvements. 2. Fifty (50) percent or more of all street landscape borders must have shrubs and vegetative ground cover per LUC 3.7.2.4 3. Indicate square footage of all landscaped areas and calculation of the percentage of vegetative coverage per DS 2-07.2.2.2.g 4. A 30" continuous screen along street frontages for vehicle use area must be provided per LUC Table 3.7.2-I 5. Show on the site plan existing and future sight visibility triangles DS 2-02.2.2.1.A.10 6. Within vehicular use areas, one (1) canopy tree is required for each 10 motor vehicle parking spaces and every parking space shall be located within forty (40) feet of the trunk of a canopy tree (as measured from the center of the tree trunk) per LUC 3.7.2.3.A.1.a. Verify entire site meets canopy tree requirement 7. Submit Application for Exception; include acceptable documentation, which clearly indicates that the project will not impact Protected Native Plants. 10. Additional comments may apply. |