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HomeMy WebLinkAboutSP201700010 Application Special Use Permit 2017-10-16FOR OFFICE USE ONLY SP # v U ��77� Fee Amount $ tb'75� Date Paid b14 74y who? uvf. oy,lu (i � k � ?C7 $j �(�rJ1u1. Receipt# By:(CQtA7?1 Resubmittal of information for ecial Use Permit PROJECT NUMBER THAT HAS BEEN ASSIGNED: Owner/Applicant Must Read and Sign I hereby certify that the information provided with this resubmittal is what has been requested from staff Signande of Owner, Contract Purchaser (}1R1s 8ecxa, Print Name ZG-6G-/7 Date ,113yo2yY-6555 Daytime phone number of Signatory FEES to he noid after nnnlira*inn OW For original Special Use Permit fee of $1,075 ❑ First resubmission O BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAW ❑ Each additional resubmission TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF I Free 1 $538 For original Special Use Permit fee of $2,000 ❑ irst resubmission (TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) Each additional resubmission (TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) Free $1,075 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 Revised 11/2/2015 Page 1 of r TERRA ENGINEERING l\\ AND 2374 STUARTS DMn HIGHWAY STUARIS DRAFT, VA 24477 LAND SOLUTIONS, PC: PII. (540) 337-4591 FAX (540) 337-5291 Transmittal/Fax Date: October 16, 2017 Page: 1 of From: Steve Driver Terra Engineering To: Rachel Falkenstein Senior Planner No.: 1705 Re: City Church For: X Distribution _ Review & Comment _ Records X Other: Approval Transmitting the Following: Qty. Item 17 SP Application Plan (dated 4/17/2017, Rev. 7/28/2017, Rev 10/16/2017) (3 sheets) 1 Comment Response Letter 1 Access Management Exception Request (VDOT AM-E form) 1 Resubmittal Fee Form ($1,075 payment under separate cover) XC: Chris Becker NOTICE: This contains designer -client privileged information, privileged work product, or other confidential information. It is intended only for the designated recipient. If you receive this and are not the designated recipient, you are requested to destroy or deliver this message to the designated recipient immediately; otherwise, notify us that you received this document by mistake. Thank you. PLANNING- CIVIL ENGINEERING + LAND SURVEYING W W W.TERRAENGINEERING.NET f�. TERRA ENGINEERING AND LAND SOLUTIONS, PC October 16, 2017 Cameron Langille Senior Planner 401 McIntire Road Charlottesville, VA 22902 415 4TH STREET, NE CHARLOTTESVILLE, VA 22902 _.....-.,,....,- _..,._ PH. (434) 244-M FAX (434) 975-0900 RE: Special Use Permit - SP201700010 — City Church, Albemarle County Applicant — City Church Resubmission in response to review comments Dear Cameron: Pedestrian Orientation: Okay Interconnected Streets and Transportation Networks: Okay Parks, Recreational Amenities, and Open Space: Okay Buildings and Spaces of Human Scale: City Church as agreed to the language provided by County staff and the BUILDIND ELEVATION NOTE has been added to sheet C2.0. Site Planning that Respects Terrain: Okay Conceptual Plan: • Zoning district and applicable overlay districts have been corrected. See Notes 10 and 11 on Sheet C 1.0. • The conceptual plan has been revised and reviewed by VDOT to reflect changes to internal traffic circulation. Engineering: Okay VDOT: 1. An Access Management Exception Application is included. Supporting documentation in progress -to follow. 2. The Concept plan has been revised and reviewed by VDOT to reflect change in internal traffic circulation at entrance. Fire/Rescue: Okay Zoning: Okay Inspections: Okay Albemarle County Service Authority (ACSA): Okay PLANNING # CIVIL ENGINEERING • LAND SURVEYING AXAMIxt TRRR ORNf_TN373r17TWr MPT Cameron Langille October 16, 2017 Page 2 of 2 Rivanna Water and Sewer Authority (RWSA): Okay Please let us know if you have any questions. Sincerely, Steven L. Driver, PE, LS Terra Engineering and Land Solutions, PC Agent for City Church Xc: Adam Moore, VDOT Chris Becker, City Church Pete Hartwig, City Church PLANNING+CML ENGINEERING+ LAND SURVEYING W W W.TERRAENGINEERING.NET VDOTVirginia Department of Transportation February 2015 ACCESS MANAGEMENT EXCEPTION REQUEST: AM-E ACCESS MANAGEMENT REGULATIONS 24 VAC 30-73 SECTION 120 Submitted by: Steve Driver Date: 3/14/2017 Email Address: sdriver@terraengineering.net Phone: 540-337 4591 Address: 2374 Stuarts Draft Hwy Stuarts Draft, VA 24477 Project Name: Charlottesville City Church Rte# 631 Locality: Albemarle County Description of Project: Charlottesville City Church is pursuing the scope of building a new, larger church building on the current site location in order to replace the existing church building and improve the site to meet County and VDOT standards. VDOT District: 7 - Charlottesville Area Land Use Engineer: Adam Moore VOTES: 1). Submit this form and any attachments to one of the District's Area Land Use Engineers. 2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. 3). Attach additional information as necessary to justify the exception request(s). 4). If a traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. 5). Use the LD-440 Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See TIM-LD-227 on VDOTweb site for additional instructions. Select the Exception(s) Being Requested ❑ Exception to the shared commercial entrance requirement. (Access M. Regulations section 120 C.2) Reason for exception: Q A. An agreement to share the entrance could not be reached with adjoining property owner. Attached: Written evidence that adjoining property owner will not share the entrance. ❑ B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. Specify constraint: Q Attached: Documentation of constraint such as aerial photo or topographic map. [� Exception to the vehicular connection to adjoining undeveloped property requirement. (section 120 CA) Reason for exception: Q, A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. Specify constraint: E] Attached: Documentation of constraint such as aerial photo or topographic map. Q B. Otherreason: February 2015 Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C.1; Appendix F, Rd Design Manual) W1Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. Q EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request © ON A STATE HIGHWAY Functional classification: Principal Arterial: ❑ Minor Arterial: Collector: ❑ Local: Posted speed limit: 35 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized ❑ Unsignalized © Full Access Partial Access Required spacing distance 250 ft Proposed spacing distance 170 ft Requested exception: Reduction in required spacing 8_0 REASON FOR EXCEPTION: QI A. To be located on an older, established business corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation Section 120 C.3.c) Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. ❑ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (Section 120 C.3.t) Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) Attached: The design of the development and compliance with intersection sight distance. D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. Attached: Atrafficengineeringstudythat(i)evaluatesthelocation'ssuitabilityforaroundaboutand(ii) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) February 2015 E. The development's 2"" (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (section 120 C.3.e) EAttached: Information on the development that identifies the location of entrances. F. To be located within the limits of a VDOT and locality approved access management corridor plan. 0 Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C.3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approve Denyl I I Date: Area Land Use Engineer or: Name Remarks: I Exception Request Action: Approved❑ Denied I Date: District Administrator or Designee: Name (and position if Designee) Remarks: District Staff: Please email copy to Bradley. Shelton (EMOT Virainia aov 3 y r� 1-� `� I" ♦ . J� I City Church: Narrative of the Proposed Project's Impacts on Public Facilities and Public Infrastructure Public Facilities Water: A new water connection is planned to the existing ACSA waterline across Rio Road East. The pipeline will be sized to accommodate both fire suppression, including fire hydrant and building sprinkler system, and domestic flow. The current infrastructure is more than adequate as there is a nearby connection to the 36 inch RWSA waterline. Sewer: The wastewater will be pumped via private force main to a nearby ACSA sanitary sewer manhole. Stormwater: This has two parts: a) Off -site stormwater passes through the site and will be re-routed to by-pass the proposed church building location. b) The current site contains a stormwater management facility. A new facility will be designed to meet the current Virginia Stormwater Regulations, last revised July 1, 2014, along with the DEQ VRRM redevelopment spreadsheet. Adequate Channel will be addressed. Electric, gas and communications: These utilities are located along the road frontage of the site and will provide service as needed. Public Infrastructure Roads: Rio Road East fronts the property. The site current contains a primary entrance for an existing church building. This entrance aligns with Belvedere Boulevard and is planned to remain in its current location, with modifications as required commensurate to the proposed major site plan amendment. A secondary entrance is to be converted to a right out only entrance. A right turn warrant traffic analysis has been submitted to VDOT. Sidewalks: Rio Road East currently includes a sidewalk along the site's entire frontage. The southeast end contains a landscaped buffer strip consistent with the Neighborhood Model. The northwest end was constructed by VDOT along and adjacent to the back of curb. A two foot buffer strip can be provided as part of the right turn road improvements. NOTE: The property is currently developed as a church site. The proposed new building will have greater capacity, but the impact on existing public utilities and public infrastructure is expected to be minimal. The existing church building is planned to be removed in its entirety. FOR OFFICE USE ONLY SP # Fee Amount $ Date Paid By who? Receipt # Ck# BY: Resubmittal of information for Special Use Permit '> " PROJECT NUMBER THAT HAS BEEN ASSIGNED: Owner/Applicant Must Read and Sign I hereby . that the in rmation provided with this resubmittal is what has been requested from staff z/ /0—/& — t7 Sign of Owner, Contract Purchaser I ,q. of e6 Date STEvB&/ z . by VE/Z 540 - 33-7- 451 ! Print Name Daytime phone number of Signatory FEES to be paid after nnnlientinn For original Special Use Permit fee of $1,075 ❑ First resubmission O BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) Free ❑ Each additional resubmission O BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE ST $538 For original Special Use Permit fee of $2,000 ❑ First resubmission (TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) Free Each additional resubmission (TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) $1,075 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 Revised 11=015 Page I of 1