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06212017 June 21 2017 TRC Agenda PackagePage 1 of 3 TECHNICAL REVIEW COMMITTEE AGENDA JUNE 21, 2017 New Hanover County’s Technical Review Committee (TRC) will meet on Wednesday, June 21, 2017 at 2:00 p.m. in the Lucie Harrell Conference Room (601), New Hanover County Government Center, 230 Government Center Drive to review the following projects: 2:00 p.m. Item 1: Landing at Lewis Plantation (High Density Plan) – Request by GSP, PLLC for McAdams Homes for TRC to consider preliminary site plan approval of a 428- unit project (236 single family lots, 192 apartments) located near the 4600 block of Gordon Road, south side. Landing at Lewis Plantation History Project was discussed at TRC meeting June 7, 2017. General observations were shared with the petitioner by County Engineering, CFPUA, County Fire Services, and Planning staff. Project Site Data  Zoning District: B-2 Highway Business O&I Office & Institution  Water Service: Public (CFPUA)  Sewer Service: Public (CFPUA)  Lots/Units: 428 (236 single-family, 192 apartments)  Acreage: 85.19  Road Network Designation: Private  Transportation Impact Analysis: Yes  Primary Access: Gordon Road  Conservation Resources: Yes (WSF - Swamp Forest)  Comp Plan Future Land Use: Urban Mixed Use Staff Recommendations 1) An updated site plan reflecting technical cosmetic adjustments as listed in the June 14, 2017 memo from Staff Planner Brad Schuler will be required. 2) No gates, traffic calming devices, or on-street parking permitted unless reviewed by TRC. 3) A tree survey be submitted illustrating all significant trees on the property and identifying any significant trees that will be removed. 4) An NCDOT Driveway Permit in conjunction with the approved TIA prior to final plat approval for all or a portion of the project will be required. 5) The County’s Conservation Overlay District (COD) has identified the resource Swamp Forest (WSF) along Smith Creek. This resource line will need to be identified on the plan. Residential structures must be setback from the resource twenty -five (25’) feet. Page 2 of 3 6) All street stubs displayed on the site pan must be constructed to the property line prior to final plat approval. A surety may be posted for the completion of the work. 2:40 p.m. Item 2: Point South Apartments @ Beau Rivage (Gate Proposal) – Request by Dom Becker with Tribute Properties for TRC to consider the installation of an entry & exit gate system located approximately 385’ from the intersection of Willows Glen Drive and Riverwoods Drive in Beau Rivage. The project is located off Sanders Road near Bellamy school. Point South Apartment History & Petitioner’s Gate Proposal Originally known as Willow Glen: Phase 2 @ Beau Rivage, the apartment campus was approved by the County for a total of 312 units in March, 2006. The road network in the area consists of private roads. According to the petitioner, criminal activity in the area has increased with vehicles frequently accessing the campus and conducting illegal activities. The installation of gates would help mitigate the concern. (Support documentation along with a site map are included). 3:10 p.m. Item 3: Whiskey-Navajo Project (Re-Designation of Public to Private Roads with Gates) - Request by Paramounte Engineering, Inc. for Whiskey-Navajo Development Partners for TRC to consider the re-designation of the public road network to private along with the installation of gates located near the 5600 block of South College Road. Whiskey-Navajo History & Petitioner’s Request The County’s Technical Review Committee (TRC) preliminarily approved the performance residential project for 170 units in October, 2016. Th e unit count was refined in March, ‘17 downsizing the total to 156. At the time of approval in October, the project’s road network was designated as public with road connections to Mohican and Navaho Trails, both NCDOT maintained roads (SR-1565 & 1516 respectfully). One road containing the townhome units was designated as private. Conditions were placed on the approved plan that included but not limited to: 1) No gates, traffic calming devices or on-street parking permitted unless reviewed and approved by TRC and NCDOT. 2) Transportation Impact Analysis (TIA) and NCDOT approved Driveway permit for any off site road improvements and encroachments. 3) Sidewalks from the project to the Mohican Trail entrance. Since preliminary approval of the Whiskey-Navajo residential site plan, the developer for the project has requested that the public road network be re-designated to private with the installation of gates at all project entrances (see request material) for the following reasons: 1) The neighborhood’s streetscape design will be more attractive with a narrow road and wider plaza, and Page 3 of 3 2) NCDOT will not permit the construction of a bridge over the creek that runs thru the site but rather a structure that forces the petitioner to impact wetlands. NCDOT construction materials (aggregate base & asphalt topping) will meet minimum standards. 3) Privacy gates provide increased security for the community’s residents. 4) Gates will be siren activated for emergency service delivery. Gate closures could be potentially limited to night time hours in order to allow road connectivity during a.m. & p.m. peak hours, business hours and during and after dinner time. VICINITY MAP INDEX OF SHEETS PRELIMINARY PLAN THE LANDING AT LEWIS PLANTATION PREPARED BY: DEVELOPER/OWNER WILMINGTON, NORTH CAROLINA MAY 2017 LEGEND FOR SITE DATA TABLE McADAMS HOMES, LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 PHONE: (910) 799-3006 No. License # Revision Designer Drawn By DateBy Scale Date Job No. PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 910-799-3006WilmingtonNew Hanover County North Carolina GRAPHIC SCALE 1 inch = 50 ft. 50 02550100 C-3.1 No. License # Revision Designer Drawn By DateBy Scale Date Job No. PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 910-799-3006WilmingtonNew Hanover County North Carolina GRAPHIC SCALE 1 inch = 50 ft. 50 02550100 C-3.2 No. License # Revision Designer Drawn By DateBy Scale Date Job No. PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 910-799-3006WilmingtonNew Hanover County North Carolina GRAPHIC SCALE 1 inch = 50 ft. 50 02550100 C-3.3 No. License # Revision Designer Drawn By DateBy Scale Date Job No. PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 910-799-3006WilmingtonNew Hanover County North Carolina GRAPHIC SCALE 1 inch = 50 ft. 50 02550100 C-3.4 No. License # Revision Designer Drawn By DateBy Scale Date Job No. PREPARED FOR:Sheet No.THE LANDING AT LEWIS PLANTATION McADAMS HOMES, LLC 6626-C GORDON ROAD WILMINGTON, NC 28411 910-799-3006WilmingtonNew Hanover County North Carolina C-3.5 GRAPHIC SCALE 1 inch = 50 ft. 50 02550100 10 South Cardinal Drive | Wilmington, NC 28403 Phone 910.777.4192 | Fax 910.251.2382 dbecker@tributeproperties.com June 2nd, 2017 Sam Burgess NHC Planning and Inspections 230 Government Drive Suite 110 Wilmington, NC 28403 Sam Burgess: Attached for your review is a site map of Point South Apartments. Highlighted is the location and standard for installation of entry/exit swing gates. Per NCDOT the gate must be installed at least 75’ from the pavement. We propose to place two (2) entry/exit, 14’ swing gates, with battery back-up, a siren operated system, and a Knox switch. There has been an increase in criminal activity in the area. Vehicles frequently access the property and conduct illegal practices. Installing gates would be a proactive approach to deter this negative element from entering the community. Please add to the agenda for the next TRC meeting. I look forward to your response. Thank you. Sincerely, Dominic Becker (910)-777-4192 TO POINT SOUTH PROPERTIES, LLC, WELLS FARGO BANK, NATIONAL ASSOCIATION, IT'S SUCCESSORS AND/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR, AND FIRST AMERICAN TITLE INSURANCE COMPANY: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items "None Specified" of table A thereof. The field work was completed on September 13, 2013. Date of Plat or Map: September 13, 2013 Arnold W. Carson, PLS Registration No. L-3267 1. Taxes for the year 2014, and subsequent years, not yet due and payable. (Not matters of survey) 2. Rights or claims of parties in possession under unrecorded lease(s). (Not matters of survey) 3. Subject to matters shown on recorded Map Book 50 at Page 185 shows the following located on the Land: (a) 30' drainage easement (Adjacent property as shown) (b) conservation easement (Adjacent property as shown) (c) 25' conservation setback (Adjacent property as shown) (d) 30' utility easement (Adjacent property as shown) (e) 10' utility easement (Adjacent property as shown) (f) 30' public drainage easement (Adjacent property as shown) (g) conservation easement and pedestrian access (Adjacent property as shown) (h) 30' utility and emergency access easement (Serves subject as shown hereon) (i) existing 10' golf cart easement (MB. 38 PG. 57) (Adjacent property and crosses site as shown hereon) (j) 40' public drainage easement (Adjacent property not observed) 4. Deed of Easement from Rivage Properties, LLC and Point South Properties, LLC recorded in Book 4932 at Page 693. (Access on any street in Willow Glen Estates, Section One @ Beau Rivage recorded in Map Book 48, Page 287-Plotted as shown) 5. Utility Main Easement from Point South Properties, LLC to Aqua North Carolina, Inc. recorded in Book 5134 at page 159. (Blanket Easement for Water Service) 6. Deed of Easement/Memorandum of Agreement from Point South Properties, LLC to Time Warner Entertainment-Advance/Newhouse Partnership recorded in Book 5231 at Page 1910. (Blanket Easement for cable installation and maintenance)(Not-Plottable) 7. Utility Easement described in Deed of Easement between Godwin Land Company and New Hanover County Board of Education recorded in Book 1211 at Page 1623, as shown on survey by Arnold W. Carson, PLS, dated 08/28/13.(Plottable-As shown hereon) 8. Access and Easement described in Deed of Easement from Point South Properties, LLC to Sanders Road Developers, LLC recorded in Book 4969 at Page 1707. (As shown hereon) 9. Deed of Easement from Point South Properties, LLC to Sanders Road Developers, LLC recorded in Book 4969 at Page 1707, as shown on survey by Arnold W. Carson, PLS, dated 08/28/13. (As shown hereon, see exception #8) 10. Access Easement from Beau Rivage Holding Co., LLC to Point South Properties, LLC recorded in Book 5207 at Page 944, as shown on survey by Arnold W. Carson, PLS, dated 08/28/13. (As shown hereon) 11. Access Easement from Sanders Road Developers, LLC to Point South Properties, LLC recorded in Book 5207 at Page 950, as shown on survey by Arnold W. Carson, PLS, dated 08/28/13. (As shown hereon) 12. Rights of others for ingress and egress purposes in and to the use of 10' cart path easement located on the Land [Optional: and as shown on plat of survey by Arnold W. Carson, PLS, dated 08/28/13. (Not matters of survey) 13. Title to that portion of the Land within the right-of-way of Riverwoods Drive, as shown on survey by Arnold W. Carson, PLS, dated 08/28/13. (Not matters of survey) 14. Plat of survey by Arnold W. Carson, PLS, dated 08/28/13, shows the following located on the Land:(All as shown hereon) (a) drop inlet (b) wetland (c) sanitary sewer line (d) storm drain manhole (e) 20' building setback line (f) drainage easement M.B. 47, PG. 161 (g) 20' utility easement Map Book 51, Page 109 (h) utility easement M.B. 47, PG. 161 (i) 30' access and maintenance easement M.B. 47, PG. 161 15. Encroachment upon property adjoining on the south by the retaining wall tower appurtenant to insured premises, as shown on plat of survey by Arnold W. Carson, PLS, dated 08/28/13. (As shown hereon) ProposedLocation NewEntry/Exit GateswithSOS 385'fromWillow GlenDriveto proposedlocation onRiverwoods Drive Distancebetween curbsis35' 1 2 2 C I N E M A D R I V E, W I L M I N G T O N , N C 2 8 4 0 3 P H : ( 9 1 0 ) 7 9 1 - 6 7 0 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0 June 8, 2017 Sam Burgess, Senior Planner New Hanover County Planning Department 230 Government Center Drive, Suite 110 Wilmington, NC 28403 Dear Mr. Burgess: On behalf of Whiskey-Navajo Development Partners, LLC, I am requesting that the Whiskey Branch development (formally known as Whiskey Navajo) be placed on the next TRC agenda for consideration of two new items. 1. The applicant is requesting that the Whiskey-Branch road network be re-designated as private for the following reasons: a. The neighborhood’s streetscape will be more attractive with a narrower road and wider plazas b. NCDOT will not permit the construction of a bridge over the creek that runs through the site, but rather requires a structure that forces the applicant to impact its wetlands. Please note that it is the applicant’s intention to use the same base and pavement quantities and depths that would be required by NCDOT for a public road. 2. The applicant is requesting the right to install privacy gates at all project entrances for the following reasons, and with the following provisions: a. Privacy gates provide increased security for the community’s residents b. Gates will include siren activated technology that would automatically open the gates for approaching emergency service vehicles c. Gate closures could potentially be limited to night time hours in order to allow for road connectivity during AM and PM peaks, business hours and during and after dinner time The current development site plan was approved by the TRC on October 12, 2016. Provided in support of this request is the attached Memorandum from Branch Smith, PE, dated June 8, 2017. Thank you for your attention to this matter and please let me know if I can provide any additional information. Sincerely, Jim Cirello, RLA Paramounte Engineering, Inc. Enclosure: Memorandum from Branch Smith, PE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE WE T WET WET WE T WE T WET WE T WE T WE T WET WET WET WET W E T WE T WE T W E T WET WET W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W O H E O H E OHE OHE OHE OHE 552.7 8 ' S 57° 5 8 ' 0 0 " E 2898.58' N 74°45'23" W 19 7 . 2 7 ' S 3 5 ° 0 9 ' 4 8 " W 415.5 2 ' S 57° 3 5 ' 0 7 " E 39 0 . 6 5 ' N 3 4 ° 2 8 ' 5 2 " E 39 5 . 5 9 ' N 3 0 ° 4 8 ' 3 0 " E 50.27 ' S 57° 5 8 ' 0 0 " E R 1320.43' L 234.51' R 4 3 9 . 2 5 ' L 3 1 5 . 6 3 ' S 58° 0 6 ' 0 3 " E 98.90' S 79°06'05" E 1115. 3 1 ' N 79° 3 5 ' 4 6 " E 477.1 4 ' 75 . 0 7 ' N 2 9 ° 4 4 ' 1 5 " E 1 4 6 . 3 5 ' N 1 4 ° 5 3 ' 4 5 " W 48 0 . 9 1 ' N 2 4 ° 1 7 ' 1 1 " E 25 4 12 1413 18 17 8 9 10 31 30 29 28 27 20 23 22 39 38 37 36 34 35 33 32 42 41 45 43 44 101 102 104 103 106 108 107 109 111 110 113 114 112 99 100 98 97 969495 93 91 92 89 90 88 86 78 87 84 85 83 8182 80 79 77 78 74 76 51 53 52 54 55 56 58 59 62 60 61 64 63 65 67 68 66 69 71 70 72 73 115 105 57 75 16 15 7 6 5 3 2 1 122 130 123 124 125 126 127 128 129 121 120 119 118 117 116 50 4915 1 - 1 5 4 14 7 - 1 5 0 155 - 1 5 6 6 0 ' 3 0 ' 50 ' 26 ' 50' 26' 20 ' 20 ' R3 0 ' R3 0 ' R30' R3 0 ' R30' R3 0 ' R30'R3 0 ' R3 0 ' R30' R30' R 3 0 ' 10' UTI L I T Y E A S E M E N T 20' 1 0 ' 2 5 ' C O D S E T B A C K 20'DRAINAGE EASEMENT A ND V EG E T A T E D B U F F E R 20' 20 ' D R A I N A G E E A S E M E N T 20 ' 1 5 ' U T I L I T Y E A S E M E N T 10' U T I L I T Y E A S E M E N T R 3 0 ' 2 6 ' 5 0 ' 26 '50 ' 20' M I N . TYP . 1 0 ' U T I L I T Y E A S E M E N T 10' UTI L I T Y E A S E M E N T 10' UTILITY EASEMENT 10' UTI L I T Y E A S E M E N T 30' 26' R30 ' R30' R 3 0 ' R30' R 3 0 ' 10' UT I L I T Y E A S E M E N T 30' U T I L I T Y E A S E M E N T 18'26'18'8' 8' 15 ' U T I L I T Y E A S E M E N T DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 09 / 1 7 / 1 6 08 / 0 1 / 1 6 NE W H A N O V E R C O . , N O R T H C A R O L I N A MA S O N B O R O T O W N S H I P 16289.PE WH I S K E Y - B R A N C H S U B D I V I S I O N 1. R E V I S E D P E R T R C C O M M E N T S 9/ 2 8 / 1 6 2. R E V I S E D P E R T R C C O M M E N T S 3/ 1 6 / 1 7 3. R E V I S E D F O R T R C R E V I E W 6/ 1 4 / 1 7 ±2.17 AC AMENITY AREA WITH POOL AND CLUBHOUSE WITH MAILBOXES USED AS OPEN SPACE 19 SINGLE FAMILY LOTS PROJECT ENTRANCE EXIST I N G P O W E R L I N E E A S E M E N T SITE DATA TABULATION OWNER:DRY POND PARTNERS, LLC PROJECT ADDRESS:PO BOX 3649 WILMINGTON, NC 28406 TAX PARCEL IDENTIFICATION #: R07100-004-004-000 TOTAL PARCEL AREA:133.45 AC RECORDED DEED BOOK:DB 5373 PG 1557 CURRENT ZONING:R-15 PROPOSED ZONING:R-15 (PERFORMANCE RESIDENTIAL) CAMA LAND USE CLASSIFICATION: AQUIFER RESOURCE PROTECTION AREA AND WATERSHED RESOURCE PROTECTION EXISTING LAND USE: UNUSED LAND PROPOSED LAND USE: RESIDENTIAL COMPREHENSIVE PLAN LAND USE:UNDEVELOPED DIMENSION STANDARDS NEW HANOVER COUNTY ZONING ORDINANCE 59.1.1-2.1BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL DEVELOPMENT SHALL SETBACK NO LESS THAN TWENTY (20) FEET FROM THE ADJOINING PROPERTY LINE. (6/16/86) 59.1.1-2.2IN NO CASE SHALL ANY PART OF A DETACHED SINGLE-FAMILY DWELLING UNIT BE LOCATED CLOSER THAN TEN (10) FEET TO ANY PART OF ANY OTHER DETACHED SINGLE-FAMILY DWELLING; AND IN NO CASE SHALL ANY PART OF A MULTIPLE DWELLING UNIT BE LOCATED CLOSER THAN TWENTY (20) FEET TO ANY PART OF ANOTHER DWELLING UNIT. (6/1/92) OPEN SPACE REQUIRED PROVIDED 156 LOTS x 0.03 AC/UNIT4.68 AC5.89 AC ACTIVE OPEN SPACE3.21 AC (54%) PASSIVE OPEN SPACE 2.68+ AC 5.89 AC BUFFERYARD BUFFER AGAINST RESIDENTIAL PROPERTIES IS EQUAL TO 50% OF REQUIRED SETBACK PER UDO SECTION 62.1-4 FLOOD NOTE THIS TRACT IS LOCATED IN FLOOD ZONE X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NUMBER 3720312900J WITH A DATE OF APRIL 3, 2006. SEE MAP FOR PRELIMINARY FLOOD DATA ASSOCIATION MAINTENANCE ALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION TREE PRESERVATION 1.ALL TREES WILL BE PRESERVED OR REMOVED IN ACCORDANCE WITH SECTIONS 62.1-3 AND 67 2.REFER TO SHEET C-2.1 FOR EXISTING TREE INFORMATION DENSITY DATA TOTAL OVERALL SITE ACREAGE:± 133.45 AC TOTAL PARENT PARCEL TO REMAIN:± 62.10 AC TOTAL PERFORMANCE RESIDENTIAL R-15 TRACT ACREAGE: ± 71.35 AC DENSITY CALCULATIONS: GROSS PERFORMANCE RESIDENTIAL R-15 TRACT ACREAGE:± 71.35 AC LESS - APPROXIMATE WETLAND AREA:± 3.12 AC LESS - APPROXIMATE STREAM AREA:± 0.28 AC TOTAL AREA SUBTRACTED:± 3.40 AC NET TRACT ACREAGE:± 67.95 AC BUILDING UNITS (PERFORMANCE RESIDENTIAL ALLOWS 2.5 UNITS / ACRE) ALLOWED UNITS:170 UNITS (2.5 x 67.95) PROPOSED UNITS: 156 UNITS TOTAL RESIDENTIAL UNITS 156 UNITS TOTAL TOWNHOMES:26 UNITS (PHASE 2A) TOTAL DUPLEX:56 UNITS (PHASE 1, 2A, 3) TOTAL SINGLE FAMILY LOTS:74 TOTAL LOTS PROPOSED SINGLE FAMILY LOTS RANGE IN SIZE FROM:60' x 120' (7,200 SF) TO 80' x 170' (13,600 SF) (54) SINGLE FAMILY LOTS VEGETATED BUFFER STORMWATER POND 0 50 100 200 400 SCALE: 1"=100' GRAPHIC SCALE JURISDICTIONAL STREAM RESIDENTIAL COLLECTOR ROAD (60' ROW) ROAD CONNECTION TO ADJACENT PARCEL (26'W G-G, TAPERS TO 30'W AT CONNECTION) (14) SINGLE FAMILY LOTS VEGETATED BUFFER VEG E T A T E D B U F F E R 20' BOUNDARY SETBACK, TYP. TO BE KEPT AS HOA MAINTAINED BUFFER N O R T H SIGNIFICANT TREE (SEE TREE PLAN) 25' COD SETBACK (SWAMP FOREST WETLANDS) PROJECT ROADS ALL PROPOSED ROADS IN THIS DEVELOPMENT WILL BE BUILT TO NCDOT & NHC STANDARDS. ALL ROADS WILL BE PRIVATE RIGHT OF WAY ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT OF WAY TOWNHOME SECTION WILL BE BUILT WITH PRIVATE DRIVEWAY WITH PARKING IMPERVIOUS AREAS RIGHT OF WAYS (INCLUDING AMENITY PARKING)7.53 AC PARKING (TOWNHOMES)1.44 AC TOTAL8.97 AC STREET LIGHTS NEIGHBORHOOD STREET LIGHT MODELS AND LOCATIONS SHALL BE DESIGNED BY DUKE ENERGY BEDROOMS - TOWNHOUSES WILL HAVE APPROXIMATELY 2-3 BEDROOMS PER UNIT - SINGLE FAMILY HOMES WILL HAVE APPROXIMATELY 3-4 BEDROOMS 502 MOHICAN TRAIL 418 MOHICAN TRAIL EXISTING 60' R.O.W. JURISDICTIONAL DITCH ±0.50 AC PASSIVE OPEN SPACE 06 / 1 4 / 1 7 1" = 1 0 0 ' AE JR C AE 20' BOUNDARY BUFFER OFFSET FROM NAVAHO TRAIL GREENWAY EASEMENT AMENITY WITH ARBOR, WALKWAY AND MULTI-PURPOSE AREA PROPOSED PROPERTY LINE BETWEEN COMMERCIAL AND RESIDENTIAL TRACTS WOODED AREAS TO BE LEFT IN NATURAL STATE (TO GREATEST EXTENT POSSIBLE) WITH SELECTIVE CLEARING OF INVASIVE PLANT MATERIAL PARE N T P A R C E L 20' BOUNDARY SETBACK PROPOSED PROJECT BOUNDARY FUTURE PROPOSED ROADWAY CONNECTION TO FOX RUN EXISTING TREE, TYP. REFER TO SHEET C-2.1 FOR TREE EXHIBIT 10' x 70' DOT SIGHT TRIANGLE, TYP. MAIL KIOSK FOR TOWNHOMES 28 DUPLEX UNITS WITH 20' MIN. BETWEEN STRUCTURES ADA CURB RAMPS AND CROSSWALKS, TYP. 25' GUY WIRE AND TRANSMISSION POLE EASEMENT ±0.65 AC PASSIVE OPEN SPACE EASTERN BOUNDARY FOLLOWS CENTER OF STREAM ±0.62 AC ACTIVE OPEN SPACE W/ ARBOR-BENCHES POND VIEWS ±0.07 AC ACTIVE OPEN SPACE W/ MAIL KIOSK 5' CONCRETE SIDEWALK, TYP. ±0.36 AC ACTIVE OPEN SPACE 2%2% TURNDOWN CURB AT SIDEWALK PER NCDOT STANDARD STREET TREE IN PLAZA, TYP.STREET TREE IN PLAZA, TYP. 8'18'26'18'8' SIDEWALK SIDEWALK90° PARKING STALL90° PARKING STALLMAIN DRIVE 30' G-G15' 5'9'1'1' 15' 5'9'1'1' 1/4" PER FT1/4" PER FT 1/2" PER FT1/2" PER FT MODIFIED VALLEY CURB PER NCDOT STANDARD SLOPES= 3:1 SLOPES= 3:1 60' RIGHT OF WAY 26' G-G12' 5'6'1'1' 12' 5'6'1'1' 1/4" PER FT1/4" PER FT MODIFIED VALLEY CURB 6" STONE UNDER CURBING PER NCDOT STANDARD SLOPES= 3:1 SLOPES= 3:1 50' RIGHT OF WAY 1/4" PER FT1/4" PER FT 45' RIGHT OF WAY (DUPLEX RD) 80' RIGHT OF WAY (TOWNHOMES) 6" STONE UNDER CURBING ±1.42 AC PASSIVE OPEN SPACE (26) TOWNHOME UNITS W/ 20' MIN. BETWEEN STRUCTURES POSSIBLE STREET TREE SELECTIONS ACER RUBRUM / RED MAPLE QUERCUS L. `DARLINGTONIA` / DARLINGTON OAK QUERCUS NUTTALLII / NUTTALL OAK QUERCUS SHUMARDII / SHUMARD RED OAK QUERCUS VIRGINIANA / SOUTHERN LIVE OAK ULMUS P. `LACEBARK ELM` / CHINESE ELM TREE STREET TREE OPTIONS TREE REMOVAL & MITIGATION TREE MITIGATION REQUIRED (SEE SHEET C-2.1)106 TREES TREE MITIGATION PROVIDED VIA STREET TREES153 TREES COMMON AREA / OPEN SPACE DUMPSTER LOCATION POTENTIAL GATED ENTRY LOCATION POTENTIAL GATED ENTRY LOCATION POTENTIAL GATED ENTRY LOCATION