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04242019 April 24 2019 TRC Agenda PackageTECHNICAL REVIEW COMMITTEE AGENDA April 24, 2019 New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, April 24, 2019 at 2:00 p.m. in the Lucie Harrell Conference Room (601) of the New Hanover County Government Center located at 230 Government Center Drive to review the following: 2:00 p.m. Item 1: Marsh Landing Place Phase II (Performance Preliminary Plan) – Request by Marsh Landing Place, LLC, for a preliminary plan for a 29 lot major subdivision located between Marsh Oaks and Bayview subdivisions near the 7800 block of Market Street. The property is currently zoned R-15. 2:20 p.m. Item 2: Concept Review – Myrtle Grove Shopping Center Fitness Center Future Items:  May 8th TRC Meeting o St. George  Preliminary plan for a performance residential development consisting of 48 lots.  Located in the 8900 block of Stephens Church Road o The Villas at Ness Creek  Preliminary plan for a performance residential development consisting of 12 lots.  Located in the 2700 block of Castle Hayne Road. Marsh Landing Place, Phase 2 - TRC Review Page | 1 To: Marsh Landing Place, LLC (boo7wt@aol.com) Cindee Wolf, Design Solutions Joe Boyd, WithersRavenel From: Brad Schuler, AICP Senior Planner Date: April 18, 2019 Subject: Marsh Landing Place, Phase II – Performance Residential Development - TRC Review The following comments have been received for the April 24, 2019 TRC meeting. Planning, Brad Schuler 910-798-7444 1. Please update the plan with the following general corrections: a. Please add a legend identifying all line types (for example easement and setback lines). 2. Please illustrate the COD setback along the wetlands located adjacent lot 54 and 48 (within the active open space area). 3. Significant trees removed must be mitigated. Specifically, twice the amount of caliper inches removed must be mitigated by either planting additional trees or by making a payment into the County’s Tree Improvement Fund. All replacement trees must be 2-3” in caliper at planting, or a $295 payment may be provided in lieu of installing one replacement tree. Prior to issuance of land disturbance approvals, all significant trees to be removed must be identified. Prior to final plat approval, a tree mitigation plan illustrating the method of mitigation must be provided, and replacement trees must be either installed or bonded. 4. Will the sidewalk along Vale Drive be extended to connect to Bayfield Drive? 5. Please refer to the previous approval letter dated February 2, 2016 for additional requirements (attached). Engineering, Phil Bevilacqua 910-798-7072 1. An Authorization To Construct is required. Stormwater control measures must maintain the pre- development runoff for the 2, 10 and 25-yr storms. 2. Drainage must outlet to a waterway or drainage system. The existing outlet for the parcel is the stream flowing east towards Bayfield Drive. 3. Off-site water is required to be delineated and conveyed through the site from the adjacent pond, Trace Dr., Quinn Dr., Vale Dr, and Bayfield Dr. Marsh Landing Place, Phase 2 – TRC Review Page | 2 4. Property is in the flood zone, AE 13, therefore the minimum Finished Floor Elevation is 15 ft. Grading is limited to 2 ft of fill unless a flood analysis shows no increase in flood level. Show proposed lot grading to verify this requirement is met. Fire Services, David Stone 910-798-7458 No Fire Comments. All comments from the original approval apply. Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620 1. CFPUA water and sewer available. 2. Water and sewer mainline extensions will be required. 3. CFPUA has previously reviewed and approved plans; Utility Plan Review will be required by CFPUA to ensure it meets the current CFPUA standards. 4. Water and sewer capacity has been issued. Permit modifications may be required. 5. Additional capacity: o Capacity is also dependent on the analysis of the pipe collection system (gravity and force mains). o Capacity is issued to projects on a first come, first serve basis, when capacity is available, the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by the Authority. WMPO, Fred Royal 910-772-4120 This development has no TIA requirement and does not fall within any NCDOT STIP. NCDOT, Nick K. Drees 910-398-9100 NCDOT has the following preliminary comments based on the plans as submitted for the proposed site and are subject to further review upon receipt of any additional information. Subsequently, additional comments and/or requirements may be necessary for this site:  If the developer anticipates adding or petitioning for addition of this subdivision to the state system, all roads/streets shall be designed and constructed in conformance with the current North Carolina Department of Transportation Subdivision Roads Minimum Construction Standards. Contact the District Engineers office with regards to submittals, telephone 910-398-9100.  Developer shall submit subdivision plans to the North Carolina Department of Transportation for review, unless it is a private community  A 50’ right-of-way width is acceptable for residential subdivision roads (see p. 26 of the North Carolina Department of Transportation Subdivision Roads Minimum Construction Standards).  A NCDOT Driveway Permit is required. Submit a plan in accordance with pages 14 and 15 of the Policy on Street and Driveway Access to North Carolina Highways to include access locations within 500’ of the proposed access on both sides of the State road. Submit to t he local NCDOT District Engineer’s Office.  John Diaz also made some preliminary comments on the site plan (attached). Marsh Landing Place, Phase 2 – TRC Review Page | 3 NCDEMLR, Linda Lewis 910-796-7343 SW8 050908 is the 25% low density permit for a curb outlet swale system currently in place for Marsh Landing, issued on April 13, 2011 to Marsh Landing Place, LLC. The permit covers 70 lots, including Lots 34 and 43-70, which appear to be designated as “Future Phase II” on the approved plans. Per NCAC 02H.1001(1)(d), previously permitted development that does not require a major modification, as defined in .1002(23), shall follow their existing permit conditions. If the project requires a major modification, i.e., more lots, more project area, more BUA, etc., then the permit will need to be modified to meet the current 2017 rules. DCM, Courtney Spears, 910-796-7426 This project appears to be outside any CAMA Area of Environmental Concern, and therefore it appears a CAMA permit would not be required. Planning (Addressing), John Townsend 910-798-7443 Alternate name needed for the street currently labeled as Marsh Lake Dr. It is recommended to provide several street name options. Names will be reviewed and approved by the Planning and Land Use Department. Appropriate street types for this street would be Lane (Ln), Way, Row or Run. Comments not received at this time from: Emergency Services & E911, Steve Still U.S. Army Corps of Engineers, Rachel Capito New Hanover County Schools NCDEQ, Chad Coburn New Hanover Soil & Water, Dru Harrison THE JOSEPH F. FREEMAN, JR REVOCABLE TRUST R07614-001-006-000 DEED BOOK 5612 PAGE 1233 LOT 4 - MAP BOOK 35, PAGE 287 5637 CAROLINA BEACH ROAD ERNEST S. ARTHUR, JR. R07614-001-007-000 DEED BOOK 5830 PAGE 2499 5675 CAROLINA BEACH ROAD ERNEST S. ARTHUR, JR. R07614-001-008-000 DEED BOOK 5830 PAGE 2499 5675 CAROLINA BEACH ROAD PORT CITY LIMITED PARTNERSHIP R07614-001-010-000 DEED BOOK 5039 PAGE 1410 TRACT D PLAT BOOK 52 PAGE 21 5539 CAROLINA BEACH ROAD 1,244,187 SQUARE FEET 28.563 ACRES XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 48.3'1. 5 ' 4.1'1. 5 ' 37.9'10 . 4 ' 0.6' 15 0 . 9 ' 99.1' ONE STORY BRICK/BLOCK BUILDING AREA 28,316 SQ. FT. HEIGHT 29.7' XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X 100.2' 61.7' WOODS ST R E A M 8' WOOD PRIVACY FENCE 8" CONC. WA L L RAMP 3.5' CHAIN LI N K F E N C E XX XX XX XX XX XX XX XX XXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 20' PUBLIC UTILITY EASEMENT 60' 60' 60' 60 ' POND (M A P N 6 9 ° 1 5 ' 0 2 " W 2 0 4 . 8 9 ' ) (M A P N 6 9 ° 1 5 ' 0 2 " W 1 0 4 . 6 4 ' ) (M A P N 6 9 ° 1 5 ' 0 2 " W 4 5 5 . 3 6 ' ) POND 20 0 ' 150' 20 0 ' 58' PROPOSED BUILDING S10°14'57"W 139.53' S21°18'21 " W 1 5 5 . 1 6 ' 22 0 . 0 1 ' S 7 9 ° 3 6 ' 0 1 " E N6 9 ° 1 9 ' 3 0 " W 4 5 5 . 5 4 ' N6 9 ° 1 4 ' 2 6 " W 1 0 2 . 9 4 ' N6 9 ° 1 5 ' 3 5 " W 2 0 6 . 4 3 ' 22 1 . 7 8 ' S 7 9 ° 3 9 ' 5 5 " E N09°58'55"E 197.60' STRE A M 48' 44'9'9' ACCESS & UTILITY EASEMENT (APPROX. LOCATION) DB 1538, PG 81 S79°36'01"E 30.61' N10°23'59"E 11.00' N10°20'05"E 2.66' 30' PUBLIC UTILITY EASEMENT DB 5297, PG 2400 30' PUBLIC UTILITY EASEMENT DB 5297, PG 2400 UTILITY EASEMENT MB 52, PG 21 UTILITY EASEMENT MB 52, PG 21 30' PUBLIC UTILITY EASEMENT DB 1994, PG 872 INGRESS/EGRESS EASEMENT DB 1994, PG 875 ACCESS EASEMENT DB 2210, PG 933 ACCESS EASEMENT DB 2168, PG 84 DEED OF RELEASE FOR INGRESS/EGRESS EASEMENT DB 2243, PG 416 DEED OF RELEASE FOR INGRESS/EGRESS EASEMENT DB 2170, PG 750 ACCESS & UTILITY EASEMENT DB 2406, PG 908 INGRESS/EGRESS EASEMENT DB 1994, PG 868 DETENTION POND PARCEL B DB 5285, PG 2449 DRAINAGE EASEMENT MB 52, PG 21 20 ' U T I L I T Y E A S E M E N T 30' PUBLIC UTILITY EASEMENT MB 5297, PG 2400 OUTDOOR FUNCTIONAL TRAINING AREA (2,522 SF) KID PLAY AREA (1,950 SF) R5.0' R5.0'R29.0' R16.5' 22' PROPOSED DUMPSTER PAD 11' 20' PROPOSED BOUNDARY PROPOSED HANDICAP SPACE EXISTING PARKING 8' 15' 6' 4' 4' 4' 21 9 S t a t i o n R o a d | S t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | l i c e n s e # : C - 0 8 3 2 | w w . w i t h e r s r a v e n e l . c o m Revisions W: \ 1 9 \ 1 9 - 0 1 5 0 \ 1 9 0 1 5 4 - O 2 F i t n e s s M o n k e y J u n c t i o n \ C A D \ D r a w i n g S e t s \ S i t e P l a n \ C 1 . 0 S K E T C H P L A N . d w g - Th u r s d a y , A p r i l 1 1 , 2 0 1 9 1 : 2 7 : 2 1 P M - BO Y D , J O S E P H Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l En g i n e e r s | P l a n n e r s | S u r v e y o r s FI T N E S S C E N T E R WI L M I N G T O N , N C 03190154 4/09/19 TMG JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION SK E T C H P L A N W I T H OU T D O O R A R E A C1.01 inch = 30 ft. 30 GRAPHIC SCALE 0 15 30 60 PROPOSED PARCEL AREA: 2.58 AC. ± PARKING CALCULATIONS (ASSUMING REC FACILITY, PRIVATE USE): MIN. MAX. PARKING REQUIRED: 75 150 EX. PARKING SPACES LOST: 37 NEW PROPOSED SPACES: 0 TOTAL SPACES WITHIN PROPOSED BOUNDARY: 88 SPACES (5 HANDICAP SPACES, 4 EXISTING, 1 PROPOSED) SITE DEVELOPMENT DATA