HomeMy WebLinkAbout08082018 August 8 2018 TRC Agenda PackageTECHNICAL REVIEW COMMITTEE AGENDA
August 8, 2018
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, August 8,
2018 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:
5308 Carolina Beach Road – High density development consisting of 100 townhomes.
Scotts Hill Apartments – High density development consisting of 192 apartments.
2:00 p.m. Item 1: 5308 Carolina Beach Road (High Density Development) – Request by
Paramount Engineering for a site plan for a high density development consisting of
100 townhome units. The property is located in the Monkey Junction community in
the 5300 block of Carolina Beach Road.
Project History
First discussed at the July 25, 2018 TRC meeting.
Site Data
Zoning District: (CUD) R-10 (proposed)
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Road Network: Private (HOA maintained)
Lots/Units: 100
Acreage: 9.14
TIA: Not Required
Conservation Resources: None
Comp Future Land Use: Urban Mixed Use/General Residential
DISCUSSION ITEM ONLY
2:20 p.m. Item 2: Scotts Hill Apartments (High Density) – Request by McKim & Creed to
discuss a site plan for a high density development consisting of 192 apartments.
The property is located in the Porters Neck Community in the 1100 block of Pandion
Drive.
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MATAVA GARY J
ETAL
DB 5531, PG 2200
ZONED-R-15-RESIDENTIAL
DISTRICT
PAR#R07609-007-010-000
COBLE D WADE
DB 5164, PG 1387
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-009-000
REYNOLDS
ROBERT ANN O
DB 5320, PG 2068
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-008-000
CRISP KIM L
STEPHANIE C
DB 5767, PG 2228
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-007-000
GRAY DEBRA
LYNN
DB 2685, PG 803
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-006-000
DUNN RICHARD A
DENISE M
DB 5472, PG 2556
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-005-000
BURKHARDT
DIANN Y JERRY
DB 4742, PG 368
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-004-000
BELL SANDRA KAYE
DB 9810, PG 1307
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-003-000
DUNN RICHARD A
DENISE M
DB 5552, PG 1007
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-002-000
JACKSON
KATHLEEN
DB 9910, PG 1111
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-007-001-000
SASSER DON W
REVOCABLE TR
ETAL
DB 5131, PG 1996
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07609-006-001-000
DUNN RICHARD A
DENISE M
DB 5556, PG
1316ZONED-R-10-
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DISTRICT
PAR#R07610-002-003-000
PEPPER RUBY
DB 9909, PG 413
ZONED-R-10-RESIDENTIAL
PAR#R07600-006-290-000
CITRUS COVE
HOA INC
DB 5492, PG 391
ZONED-R-10-RESIDENTIAL
DISTRICT
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PAR#R07600-006-043-000
MATAVA GARY J
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ZONED-B-2-BUSINESS
DISTRICT
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MATAVA GARY J
ETAL
DB 5531, PG 2200
ZONED-R-15-RESIDENTIAL
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PAR#R07609-007-001-000
SASSER DON W
REVOCABLE TR
ETAL
DB 5131, PG 1996
ZONED-R-10-RESIDENTIAL
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PAR#R07609-006-001-000
DUNN RICHARD A
DENISE M
DB 5556, PG
1316ZONED-R-10-
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PAR#R07610-002-003-000
PEPPER RUBY
DB 9909, PG 413
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07610-002-002-000
STANLEY ALEX T
ETAL
DB 6122, PG 1198
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07610-002-001-000
GURGANIOUS
SHELVA DEANN
DB 1336, PG 1078
ZONED-R-10-RESIDENTIAL
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PAR#R07606-002-006-000
RIGGS JERRY T
JR DONNA E
DB 4332, PG 976
ZONED-R-10-RESIDENTIAL
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PAR#R07606-002-005-000
ULRICH PAMELA L
DB 5829, PG 1260
ZONED-R-10-RESIDENTIAL
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PAR#R07606-002-004-000
HUFFMAN
ROBERT
FRANKLIN
DB 5602, PG 1180
ZONED-R-10-RESIDENTIAL
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PAR#R07606-002-003-000
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JANET L
DB 1911, PG 315
ZONED-R-10-RESIDENTIAL
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PAR#R07606-002-002-000
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H LINDA L
DB 2732, PG 783
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07606-002-001-000
MULLEN PATRICK
J DONNA MARIE
DB 1519, PG 820
ZONED-R-10-RESIDENTIAL
DISTRICT
PAR#R07600-006-045-000
RI CS5 LLC
DB 5305, PG 1058
ZONED-B-2-BUSINESS
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VICINITY MAP
SCALE: 1" = 1,000'
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SITE
EXISTING SITE DATA
PROJECT ADDRESS:5308 CAROLINA BEACH RD.
PARCEL ID:R07600-006-044-000
TOTAL TRACT AREA: $&
ZONING DISTRICT:R-15, B-2
PROPOSED ZONING:R-10 HIGH DENSITY
LAND CLASSIFICATION:URBAN & GENERAL RES.
OWNER INFORMATION:BENNETT COMMERCIAL PROP, LLC.
6601 MYRTLE GROVE RD.
WILMINGTON, NC 28409
DEVELOPMENT DATA
HIGH-DENSITY RESIDENTIAL DENSITY:17 UNITS/AC
ALLOWABLE UNITS 155.4 UNITS
$&[
PROVIDED UNITS 100 UNITS
PROVIDED DENSITY 10.9 UNITS/AC
100 UNITS/9.14 AC
OPEN SPACE REQUIRED 1.83 AC
20% x 9.14 AC
OPEN SPACE PROVIDED $&
EXCLUDES POND SURFACE
BUILDING HEIGHT 35'
(20) 2-STORY BUILDINGS
TOTAL TOWNHOME BEDROOMS 300
(100) 3-BR
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
REQUIRED PARKING SPACES 200
100 units @ 2/unit = 200
PROVIDED PARKING SPACES 205
HC Spaces Provided 7
201-300 spaces =
7 spaces required
IMPERVIOUS SURFACES
ROOFTOPS 80,000 SF
PAVEMENT 95,297 SF
SIDEWALKS 11,500 SF
186,797 SF
IMPERVIOUS SURFACE RATIO 47%
R-10 Allowed = 50%
SITE INVENTORY NOTES
1.Soils Type: Kr (Kureb sand), Se (Seagate fine sand), Le (Leon sand) & Ly
(Lynn Haven fine sand)
2.This property is not impacted by any AEC.
3.This site is not impacted by any recognized historic or archeological
significance.
4.No cemeteries were evidenced on the site.
5.There is no evidence of jurisdictional wetlands within the proposed
development area.
6.There is no evidence of endangered species or habitat issues on the site.
7.No portion of this property is within a Special Flood Hazard Area as
evidenced on N.C. Flood Map 3720313400J, dated April 3, 2006.
DEVELOPMENT NOTES
1.All development shall be in accordance with the New Hanover County
Zoning Ordinance.
2.Project shall comply with all Federal, State & New Hanover County
regulations.
3.No public R.O.W proposed. All roads/ drives to be private and maintained
by H.O.A.
4.H.O.A. to maintain all open space, buffer areas, stormwater management
elements and parking facilities.
(5) UNIT, 2 STORY TOWNHOME BUILDING, TYP.;
3 BEDS MAX. PER UNIT
STREET LIGHT, TYP.
FIRE HYDRANT,
TYP.
5' WIDE
SIDEWALK, TYP.
WATER MAIN,
TYP.
STUB CONNECTION
TO ADJACENT
PROPERTY
STUB CONNECTION
TO ADJACENT
PROPERTY
SEWER MAIN, TYP.
PROPOSED WATER
AND SEWER MAINS TO
TIE INTO EXISTING
MAINS LOCATED ON
CAROLINA BEACH RD
APPROXIMATE LOCATION
OF EXISTING WATER MAIN
APPROXIMATE LOCATION
OF EXISTING HYDRANT
STORM DRAIN
PIPE, TYP.
OPEN SPACE;
0.52 AC
OPEN SPACE;
1.42 AC
OPEN SPACE;
0.77 AC
24'
1/4" PER FT
0.5'
1/4" PER FT
6" STONE
UNDER CURBING
1.5'
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
24" CURB & GUTTER
6"- ABC BASE
2"-S9.5B SURFACE
VARIES
SIDEWALK
5' WIDTH - SEE PLAN
SLOPE
18'
1.80% SLOPE
TRAVELWAY PARKING STALL
SLOPE
5'
FOR LOCATION
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20' PERIMETER BUFFER, TYP.
EXISTING VEGETATION TO REMAIN AND COUNT FOR
BUFFER PLANTINGS; TO BE AUGMENTED CONSISTENT
WITH COUNTY STANDARD 3 ROWS OF SHRUBS WHEN
EXISTING VEGETATION FOUND TO BE INSUFFICIENT
OPEN SPACE;
1.51 AC
EXISTING TREE LINE
TO REMAIN, TYP.
STUB CONNECTION TO ADJACENT
PROPERTY; TO UTILIZE EXISTING
R.O.W STUB TO ANTOINETTE DRIVE
PROPOSED OPEN SPACE
PROPOSED SIDEWALK
PROPOSED 8" WATER MAIN
PROPOSED 8" SEWER MAIN
PROPOSED STORM PIPE
PROPOSED HYDRANT
PROPOSED BLOW-OFF VALVE
PROPOSED MANHOLE
PROPOSED STREET LIGHT
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LEGEND
Carolina Beach Road – High Density Development
Page | 1
NEW HANOVER COUNTY
DEPARTMENT OF PLANNING & LAND USE
230 Government Center Drive, Suite 110
Wilmington, North Carolina
Telephone (910) 798-7165
FAX (910) 798-7053
planningdevelopment.nhcgov.com
To: Clay Matthews, Paramounte Engineering, Inc.
From: Brad Schuler, AICP
Current Planner
Date: August 3, 2018
Subject: Carolina Beach Road High Density – TRC Review – High Density Development
The following comments have been received for the April 25, 2018 TRC meeting:
Planning, Brad Schuler 910-798-7444
1. Please update the plan with the following general corrections:
o The scale appears to be 1” = 60’.
o Please add the improved recreation area calculation (15% of the site) and delineate
the area on the plat. Improved recreation areas may consist of grassed and
landscaped areas or areas occupied by recreational activities. Stormwater
management areas generally do not qualify as improved recreation areas. (Section
72-43(3)(C)3 of the Zoning Ordinance)
2. Has a tree survey been completed? A tree mitigation plan will be required during the
permitting of the project if any significant trees are removed. The mitigation plan must
illustrate the size and species of the significant trees being removed and their method of
mitigation. 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.
3. Are the units to be subdivided on individual lots, or will this be a condo development? Is
yard area outside of the proposed structure included with the building area on the plan (i.e.
patio area behind the unit)?
4. Please note that buffers are only required from existing residential development and
undeveloped residentially zoned land within the General Residential or Rural Residential
place types (Section 62.1-4). The land east of Road B is classified as the Urban Mixed Use
place type.
Carolina Beach Road – High Density Development
Page | 2
Engineering, Tim Lowe 910-798-7072
1. NHC stormwater and land disturbing permits will be required.
Fire Services, David Stone 910-798-7458
1. Fire Hydrants in place and properly spaced
2. No on street parking
3. No traffic calming devices without TRC approval
4. No Gates without TRC approval and Fire Services plan review
5. No further comments at this time.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. Utility Plan review required by CFPUA.
2. CFPUA water available through main line extension. Water is adjacent to the parcel.
3. CFPUA sewer is not adjacent to the parcel. Project sent to CFPUA Master Planning to
determine the plan to serve the parcel with sewer.
4. DWQ permit application will require a Planning FTSE; as we are working towards
incremental capacity upgrades at the downstream pump stations.
5. Capacity is also dependent on the analysis of the pipe collection system (gravity and force
mains).
6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
7. 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
1. The Trip Gen submitted did not use 10th edition of the Trip Generation Manual but the results
using either manual do not meet the threshold of a TIA requirement.
2. No greenway is proposed along CBR in this area.
3. The NCDOT TIP Project U-5790 is proposed for ROW year 2022. This project is for the
Monkey Junction flyover (US 421).
NCDEMLR, Linda Lewis 910-796-7343
1. If the project will disturb >1 acre, or if it needs a CAMA Major permit, then a state
stormwater permit is required. The stormwater application should be submitted to the
Division.
2. It does not appear that SA waters are involved, so there are no extra design requirements
for the proposed pond.
Division of Coastal Management, Courtney Spears 910-796-7426
1. This project does not fall within the Division of Coastal Management’s Area of Environmental
concern so no CAMA permit will be required.
Carolina Beach Road – High Density Development
Page | 3
Planning (Addressing), John Townsend 910-798-7443
1. Provide unduplicated street names for “Road A” and “Road B.” Proposed names will be
reviewed and approved by the Planning and Land Use Department. It is recommended to
provide several street name alternatives for each road.
New Hanover County Schools, Marion Brill
1. Current district lines for the subdivision are Bellamy, CRECC, and Codington Elementary,
Murray Middle, and Ashley High schools.
School Total Capacity
w/Mobiles +/-
Capacity
Bellamy 606 516 90
Codington 530 474 56
CRECC 117 108 9
Murray 1065 768 297
Ashley 1961 1786 175
Comments not received at this time from:
U.S. Army Corps of Engineers
NCDEQ, Chad Coburn
Emergency Services & E911, Steve Still
New Hanover Soil & Water, Dru Harrison
NCDOT, Nick K. Drees
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LOCATION MAP3SCALE: NTSPROJECT CONTACTS4 NAME: SCOTTS HILL APARTMENTSLOT 5 PANDION DRIVEWILMINGTON, NC 28411OWNER: SENCA PROPERTIES, LLC1721 NEW HANOVER MEDICAL CENTER DRIVEWILMINGTON, NC 28403MIKE NADEAUMIKE@CREATIVECOMMERCIAL.BIZDEVELOPER: EVOLVE COMPANIES2918-A MARTINSVILLE ROADGREENSBORO, NC 27408336-389-9992MATT RODGERSMATT@EVOLVECOS.COMENGINEER: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048RICHARD COLLIER, PERCOLLIER@MCKIMCREED.COMLANDSCAPE ARCHITECT: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048TARA MURPHY, PLA, PMPTSCHWENZFEIER@MCKIMCREED.COMSURVEYOR: HANOVER DESIGN SERVICES, P.A.1123 FLORAL PARKWAYWILMINGTON, NC 28403910-343-8002ARCHITECT: PLANWORX ARCHITECTURE, P.A.5711 SIX FORKS ROADRALEIGH, NC 27609919-424-1948JEREMY KONKELJKONKEL@PLANWORX.COMPRELIMINARY
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DEMOLITION NOTES:1.THE CONTRACTOR SHALL VISIT THE SITE TO BECOME F
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CONDITIONS.2.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER
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ASSOCIATED WITH THE PROJECT IN ACCORDANCE WIT
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3.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING
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INCLUDING BUT NOT LIMITED TO DEMOLITION AND CON
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VEHICULAR TRAFFIC AND RELATED OPERATIONS.4.THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL E
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BEGINNING ANY DEMOLITION. CONTRACTOR SHALL CO
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7
2
HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXC
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LOCATED.5.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH U
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ARE BASED ON FIELD SURVEY AND THE BEST AVAILAB
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CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR
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CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPO
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REPRESENTATIVE AND ENGINEER IMMEDIATELY.6.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDIN
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ABANDONING ALL EXISTING UTILITIES WITH THE OWNE
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EXISTING UTILITIES AND ASSOCIATED PIPING, ETC. NO
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PROPERLY ABANDONED AND REMOVED AS REQUIRED
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7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECT
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REMAIN IN SERVICE DURING DEMOLITION.8.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATIO
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SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE
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SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS
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COORDINATE WITH THE OWNER TO DETERMINE WHO I
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PERMANENT STABILIZATION MEASURES AND THE TYPE
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BEGINNING DEMOLITION AND CONSTRUCTION. THE PE
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SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER
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PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECT
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PRIOR TO PROJECT CLOSEOUT.9.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATIN
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THE REQUIRED INSPECTIONS ON THE PROJECT.EXCAVATION, GRADING, AND BACKFILLING NOTES:1.CONTRACTOR TO REVIEW THE GEOTECHNICAL REPORT BY ECS . FOLLOW RECOMMENDATIONSFOR EXCAVATION, GRADING, AND BACKFILL. IF NOT ADDRESSED IN THE REPORT THEN FOLLOWTHE RECOMMENDATIONS IN NOTES 2-4 BELOW.2. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIALSHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED ATOPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE ASTM D 698 STANDARD PROCTORTEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED AT PIPE GRADE, SUBGRADE OFPARKING OR ROADWAYS AND SUBGRADE OF BUILDING FOUNDATIONS IS FOUND TO BE SOFT,SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE CONTRACTOR SHALL NOTIFY THEGEOTECHNICAL ENGINEER IMMEDIATELY. SUCH UNSUITABLE MATERIAL SHALL BE REMOVEDTO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUMOF SIX (6) INCHES OF STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.3.BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILLSHALL BE SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOTABOVE THE TOP OF THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANY DISTURBANCE TO THEPIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE CARRIEDOUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDEPRESSURES DO NOT OCCUR.4.THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLEMATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHERUNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION. THE BACK-FILLING OVERPIPES SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO AMINIMUM DENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY DENSITY ASDETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHESBELOW FINISHED GRADE. THE LAST 12 INCHES OF BACKFILL SHALL BE PLACED IN LAYERS NOTOVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-EIGHT (98)PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTORCOMPACTION TEST.STORM DRAINAGE AND GR
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1.IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES
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REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS
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CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY
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EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY IN
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TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE C
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2.INLET PROTECTION SHALL BE INSTALLED AROUND OUT
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TO FINAL PROPOSED CONDITION UPON STABILIZATION
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THE CAPACITY OF THE DEVICE.4.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS
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5.UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVA
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SEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOILCONDITIONS, IF AVAILABLE.2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACEREASONABLY SMOOTH AND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITHSOIL (SEE BELOW*).5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED ISPREPARED 4 TO 6 INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDINGEQUIPMENT OR CULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE-SEEDINGS WITHIN THEPLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE-ESTABLISHFOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATIONAFTER PERMANENT COVER IS ESTABLISHED.10.APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACREFERTILIZER - 1000 LBS/ACRE (10-10-10)SUPERPHOSPHATE - 500 LBS/ACRE (20%)MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)ANCHOR - ASPHALT EMULSION AT 450 GAL/ACREFIRE PROTECTION NOTES:1.FIRE SPRINKLERS WILL BE PROVIDED FOR BUILDING.2.HYDRANT MUST BE WITHIN 150' OF THE FDC.3.THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLA
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4.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPED
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3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND
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AND FDC.5.HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB
.
6.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ER
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INSPECTOR APPROVAL.7.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR
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8.UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS
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BY NEW HANOVER COUNTY FIRE DEPARTMENT FROM T
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BUILDING. CONTACT NEW HANOVER COUNTY FIRE DEP
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9.A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIR
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FROM UNDERGROUND UTILITIES10.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACC
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TIMES DURING CONSTRUCTION.11.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AR
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7.
RE
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BU
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5
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:
1.
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2.
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3.
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4.
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L
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T
.
5.
TH
E
R
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A
R
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6.
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7.
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8.
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.
WETLAND50' PULIC UTILITY EASEMENT
Su
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S
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l
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Lou
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Lou
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Seati
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VA
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=
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1
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16
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(
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42
.
1
%
PRELIMINARY DRAWING-FOR REVIEW PURPOSES ONLY
DE
V
E
L
O
P
M
E
N
T
N
O
T
E
S
:
1.
ST
O
R
M
W
A
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B
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5
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1
1
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3
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0
0
5
A
N
D
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C
D
E
Q
ST
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P
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M
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8
1
6
1
2
0
7
.
2.
AL
L
D
E
V
E
L
O
P
M
E
N
T
S
H
A
L
L
B
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C
C
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N
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N
A
N
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E
.
3.
PR
O
J
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C
T
S
H
A
L
L
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P
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T
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,
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T
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L
A
T
I
O
N
S
.
20
.
0
'
60.0'
18
.
0
'
9.
0
'
24.0'
BU
I
L
D
I
N
G
1
TY
P
E
I
BU
I
L
D
I
N
G
2
TY
P
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I
I
BU
I
L
D
I
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G
3
TY
P
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I
BU
I
L
D
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4
TY
P
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BU
I
L
D
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5
TY
P
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BU
I
L
D
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7
TY
P
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BU
I
L
D
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8
TY
P
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I
CL
U
B
H
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E
BUILDI
N
G
6
TYPE
I
I
70
.
0
'
70' UTILITY EASEMENT
PR
O
J
E
C
T
B
O
U
N
D
A
R
Y
20
'
B
U
F
F
E
R
60
.
0
'
18
.
0
'
24
.
0
'
9.
0
'
GARAGE (TYP.)
GA
T
E
D
A
C
C
E
S
S
GAT
E
D
A
C
C
E
S
S
ADA VAN ACCESSIBLEPARKING (TYP.)
R2
5
.
0
'
R2
5
.
0
'
R2
5
.
0
'
GR
I
L
L
/
GA
Z
E
B
O
RO
A
D
W
A
Y
A
S
P
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A
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D
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BU
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D
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A
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N
(T
Y
P
.
)
IM
P
R
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D
R
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R
E
A
T
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N
A
L
L
A
N
D
25
.
0
'
25
'
S
E
T
B
A
C
K
GA
R
A
G
E
(
T
Y
P
.
)
KA
Y
A
K
/
C
A
N
O
E
S
T
O
R
A
G
E
MAINTENANCEBUILDING 18" CURB &GUTTER (TYP.)
IM
P
R
O
V
E
D
R
E
C
R
E
A
T
I
O
N
A
L
L
A
N
D
COMPACTOR
PO
O
L
H
O
U
S
E
PO
O
L
PAN
D
I
O
N
D
R
I
V
E
(60
'
R
/
W
)
SCOTTS HILL MEDICAL CENTER DRIVE(60' R/W)PLAYGROUND
18
"
C
U
R
B
&
GU
T
T
E
R
(
T
Y
P
.
)
DO
G
P
A
R
K
70
.
0
'
P
U
L
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C
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T
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L
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T
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E
A
S
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M
E
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T
50
.
0
'
A
C
C
E
S
S
E
A
S
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M
E
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T
R25.0'
R1
5
.
0
'
R15.0'
R2
5
.
0
'
R5
.
0
'
R5
.
0
'
R1
5
.
0
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R1
5
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0
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R5
.
0
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R1
5
.
0
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R1
5
.
0
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R2
5
.
0
'
6.
0
'
6.
0
'
6.
0
'
6.
0
'
WETLAND
IM
P
R
O
V
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D
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C
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A
T
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Su
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Sea
t
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VA
N
VAN
SA
N
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S
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W
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MA
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H
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O
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)
TA
P
E
X
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T
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G
M
A
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T
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8
"
x
8
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T
E
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CO
N
N
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C
T
T
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SA
N
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T
A
R
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S
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W
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R
M
A
I
N
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M
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PR
O
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8"
S
A
N
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T
A
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S
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W
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MA
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X
T
E
N
S
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PR
O
P
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S
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D
6"
F
I
R
E
S
E
R
V
I
C
E
EXISTING 8"
P
V
C
SANITARY SEWER M
A
I
N
EX
I
S
T
I
N
G
8
"
P
V
C
WA
T
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R
M
A
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PR
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D
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A
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T
A
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B
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Y
.
(T
Y
P
.
O
F
6
)
PROPOSED FIREHYDRANT ASSBLY.(TYP. OF 6)
PR
O
P
O
S
E
D
DO
M
E
S
T
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C
W
A
T
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R
SE
R
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CU
1
0
0
5
SC
O
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H
I
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L
A
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A
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9
1
-
0
0
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1
TR
C
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M
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A
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A
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L
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T
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T
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P
L
A
N
A
BP
D
/
D
C
O
TS
M
/
A
L
M
RA
M
RM
C
1"
=
6
0
'
--
07
/
2
5
/
2
0
1
8
NO
S
C
A
L
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LE
G
E
N
D
A
N
D
N
O
T
E
S
1
SC
A
L
E
:
1
"
=
6
0
'
UTILITY PLAN2
0SC
A
L
E
:
1
"
=
6
0
'
12
0
'
60
'
60
'
PRELIMINARY DRAWING-FOR REVIEW PURPOSES ONLY
ES
T
I
M
A
T
E
D
W
A
T
E
R
&
S
A
N
I
T
A
R
Y
D
E
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A
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PR
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P
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D
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(G
P
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)
RE
Q
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M
E
N
T
FL
O
W
(G
A
L
/
D
A
Y
)
RE
S
I
D
E
N
T
I
A
L
(M
U
L
T
I
-
F
A
M
I
L
Y
,
M
U
L
T
I
-
U
N
I
T
)
1-
B
E
D
R
O
O
M
U
N
I
T
36
U
N
I
T
S
24
0
G
A
L
/
D
A
Y
/
U
N
I
T
8,
6
4
0
2-
B
E
D
R
O
O
M
U
N
I
T
84
U
N
I
T
S
24
0
G
A
L
/
D
A
Y
/
U
N
I
T
20
,
1
6
0
3-
B
E
D
R
O
O
M
U
N
I
T
72
U
N
I
T
S
36
0
G
A
L
/
D
A
Y
/
U
N
I
T
25
,
9
2
0
TO
T
A
L
=
54
,
7
2
0