2-08 Oversized Plans 02/2016

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po,L 4t-I S. SIMPSON
HEIRS
PI3 2.69, P6 747
N/F
JANIGE P. STILLMAN
P15 44,, P6 IG
ALBEAURLE SOUND
LEGEND - SEE SET C202
NC HWY 32, SKINN RSVILLE TOWNSHIP
mil- I rzamA m I
N/F
JANICE P. STILLMAN _
PP 44-!,, P& IG 1 N/F
I C6ARRY S. GARPWEL. N/F
1
I
r LYNNE S. GARPWELL I JOYS P. SPRUILL t \.
12$ 482, P6 723 1 ROl3ERT H. SPRUILL
1 I Pia 319, PCB 123 N/F
i t I WILLIE H. PATRI6K\1.\
-SUErl..rllr NOTES
PHASE ONE AREA = X SF (X ACRES)
1.
OWNER/DEVELOPER:
11. THE PROPERTY IS ZONED
R-A RURAL AREAS
SINGLE FAMILY RESIDENTIAL DISTRICT.
WATERSIDE ACQUISITION PARTNERS, LLC
THE PARCELS ARE PARTIALLY
DEVELOPED WITH
INFRASTRUCTURE AND CLUBHOUSE.
1331 44TH AVENUE NORTH, SUITE 102
MULTI -FAMILY HOUSING IS
A PERMISSIBLE AND CONFORMING USE, MAXIMUM DENSITY
MYRTLE BEACH, SC 29577
OF 12 MULTI -FAMILY DWELLING UNITS PER GROSS ACRE.
2.
THE DEVELOPER INTENDS TO CONSTRUCT A "RESORT" ON THE PARTIALLY
ALL ADJACENT PROPERTIES
ARE ZONED R-A,
RURAL AREA SINGLE FAMILY DETACHED
DEVELOPED PROPERTY THROUGHOUT SEVERAL PHASES.
RESIDENTIAL DISTRICT.
WATERFRONT IMPROVEMENTS (CLUBHOUSE, POOLS, BATH HOUSE, GAZEBO,
SOUNDFRONT WALK, BOAT LAUNCH)
DWELLING UNITS CONSIST
OF THE FOLLOWING:
PHASE 1A - 6 SINGLE FAMILY HOUSES (PREVIOUSLY APPROVED)
EXISTING
PHASE 1 B 6 SINGLE FAMILY HOUSES
CONDOMINIUM
10 - 2 BEDROOM
UNITS
PHASE 2B 10 SINGLE FAMILY HOUSES
2 - 3 BEDROOM
UNITS
PHASE 1A
3.
THE PROPERTY IS RECORDED IN DB 482, PG 613, WASHINGTON COUNTY PIN NO.
SINGLE FAMILY HOUSES
4 - 2 BEDROOM
UNITS
7841.03-22-4434, AND CLUBHOUSE PROPERTY RECORDED IN DB 485, PG 199,
2 - 3 BEDROOM
UNITS
WASHINGTON COUNTY PIN NO. 7841.03-23-3088
PHASE 1 B
SINGLE FAMILY HOUSES
5 - 2 BEDROOM
UNITS
PROPERTY ADDRESS: NC HWY 32 N, ROPER, NC
1 - 3 BEDROOM
UNITS
PHASE 2B
4.
RECORDED REFERENCES:
SINGLE FAMILY HOUSES
8 - 2 BEDROOM
UNITS
DB 482, PG. 613 DB 485, PG. 199
2 - 3 BEDROOM
UNITS
5.
THE PROPERTY IS LOCATED IN FIRM ZONES X AND SHADED X, AS SHOWN ON FIRM
TOTAL
34 UNITS
MAP NUMBER 3720784000J, EFFECTIVE DATE SEPTEMBER 19, 2007. (SUBJECT TO
CHANGE BY FEMA)
12. MINIMUM BUILDING SETBACKS:
FRONT: 35'
6.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SPECIFIED.
REAR: 15'
ELEVATIONS SHOWN ARE HEREON PER NAVD88.
SIDE: 10'
7.
AREAS SHOWN ARE BY COORDINATE METHOD.
13. PARKING REQUIREMENTS:
(2.0 SPACES / UNIT) *
(34 UNITS) =
68 SPACES
8.
BOUNDARY, EXISTING FEATURES AND TOPOGRAPHIC SURVEY INFORMATION PROVIDED
SPACES REQUIRED
=
68 SPACES
BY SEABOAfD SURVEYING,
SPACES PROVIDED
=
94 SPACES
(63 PAVED; 14 GRAVEL;
17 'SPACES LOCATED
UNDER CONDOMINIUM)
9.
THERE ARE NO WETLANDS ON THE PROPERTY.
10.
NORTH PARCEL AREA = 1,126,390.86 SF (25.86 ACRES)
14. AREA TO BE DISTURBED:
(XX ACRES)
SOUTH PARCEL AREA = 901,130.43 SF (20.69 ACRES)
TOTAL PROPERTY AREA = 2,027,521.29 SF (46.55 ACRES)
15. COVERAGE IS AS FOLLOWS:
NORTH PARCEL AREA = 1,126,390.86 SF (25.8E ACRES)
BUILDINGS 14,359.6 SF
DRIVEWAYS & PARKING 104,582.2 SF
SIDEWALKS 59,335.1 SF
CLUBHOUSE & POOLS 25,914.8 SF
SOUNDFRONT WALKS 7,901.7 SF
BOAT RAMP
(IN PROCESS) XX SF (XX%)
16. THE EXISTING STORMWATER BASINS NEAR THE NEV POOL BUILDING AND IN PHASE
1A/1B WILL BE RESHAPED AS SHOWN ON GRADIN3 PLANS.
17. THE STORMWATER WILL MEET NCDENR CRITERIA FOR THE NEW DEVELOPMENT PLUS
MAINTAINING PRE -DEVELOPED RUNOFF RATES FOR THE 2, 10, AND 25 YEAR (24
HOUR) RAINFALL EVENTS.
18. THE OWNER SHALL BE RESPONSIBLE FOR THE MANTENANCE OF ALL BUFFERING.
ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD
CONDITION SO AS TO PRESENT A HEALTHY AND CIRDERLY APPEARANCE AND SHALL
BE KEPT FREE FROM REFUSE AND DEBRIS. THIS NCLUDES, BUT IS NOT LIMITED
TO, THE REPLACEMENT OF PLANTS DAMAGED BY NSECTS, DISEASE, VEHICULAR
TRAFFIC, AND VANDALISM.
19. ALL NEW UTILITIES ARE TO BE PLACED UNDERGR(UND.
20. ALL SIGNS SHALL BE ERECTED, ALTERED AND MANTAINED IN ACCORDANCE WITH THE
PROVISIONS IN THE WASHINGTON COUNTY CODE C- ORDINANCES.
21. A SCREENED DUMPSTER AREA IS PROVIDED FOR 'RASH COLLECTION.
22. BUILDING HEIGHT LIMITS
RESIDENTIAL BUILDING HEIGHT LIMIT - 45'
PUBLIC OR SEMI-PUBLIC BUILDING HEIGHT LIMIT - 55'
ACCESSORY BUILDINGS - 34'
23. ADDITIONAL SITE IMPROVEMENTS, EXPANSIONS, MOIFICATIONS AND PHASED
CONSTRUCTION SHALL REQUIRE COMPLIANCE WITHALL APPLICABLE REQUIREMENTS
VOW MAP
SCALE: 1 " = 2000'
GRAPHIC SCALE
50 100
(IN FEET)
1 INCH = 100 FT.
OF THE ORDINANCE.
AREAS, ETC. SHALL
FINAL DRAWING
24. NO EXTERIOR STORAGE CONTAINERS,
BUILDINGS, ENCLOSURES,
BE ERECTED ON THIS SITE WITHOUT
PRIOR APPROVAL FROM THE WASHINGTON
COUNTY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT.
25. ALL INTERNAL LOT BOUNDARIES AND RIGHT-OF-WAYS ARE TO BE ABANDONED.
Uj
NOT FOR
EASEMENTS FOR WATER, LOT 10 AND
PUBLIC SERVICE ACCESS WILL BE PROVIDED.
Ul
CONSTRUCTION
Know what's below.
Call before you dig.
lbemarle
& ASSOCIATES, LTD.
Engineering - Environmental - Land Planning
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 www.Albemar[eAssociates.com
Certificate of Licensure No. C-1027
INDEX OF DRAWINGS
DESCRIPTION SHEET NUMBER
COVER SHEET
CSC
SURVEY
1
DEMOLITION AND EROSION CONTROL PLAN
C101
DEMOLITION AND EROSION CONTROL DETAILS
C102
OVERALL SITE PLAN - NORTH PARCEL
C201
SITE PLAN PHASE I B & WATERFRONT IMPROVEMENTS
C202
SITE PLAN PHASE 2B
C203
SITE PLAN BOAT RAMP AND PIER AND DETAILS
C204
SITE PLAN DETAILS
C210
GRADING AND DRAINAGE PLAN PHASE I
C301
GRADING AND DRAINAGE PLAN PHASE 2B
C302
GRADING AND DRAINAGE DETAILS
C310
UTILITY PLAN PHASE 1B
C401
UTILITY PLAN PHASE 2B
C402
UTILITY DETAILS
C410
FLOOR PLANS ANL1 ELEVATIONS
LANDSCAPE PLAN

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noN NOTE&
1. ALL SITE WOF*:K CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE NC DOT
STANDARD SPECIFICATIONS AND DRAWINGS (CURRENT EDITION), NC PUBLIC WATER
SUPPLY STANDARDS AND NCDENR ENVIRONMENTAL REGULATIONS.
2. THE PROJEC-I CONSISTS OF REMOVAL OF SOME EXISTING IMPROVEMENTS TO
INCLUDE CONTAMINATED AND UNNEEDED STONE BASE. WHERE ROADWAYS ARE
REMAINING IN THEIR CURRENT LOCATIONS, THE TOP FOUR INCHES OF STONE
BASE IS TO BE REMOVED. THE UNDERLYING REMAINING STONE BASE IS TO BE
SCARIFIED AND TREATED WITH AN APPROVED HERBICIDE BEFORE NEW BASE IS
ADDED TO THE ROADWAY.
3. SEVERAL WATER SERVICES ARE TO BE REMOVED ALONG WATERSIDE DRIVE. THE
REMOVAL OF SERVICE LINES TO THE TAP IS REQUIRED AND THE STOP COCK AT
THE MAIN LINE IS TO BE CLOSED. SERVICES BENEATH THE EXISTING ROADWAY
MAY BE CUT AND ABANDONED IN PLACE HOWEVER THE STOP COCKS MUST STILL
BE CLOSED AT THE MAIN LINE.
4. THREE 2" WATERLINE TAPS AND SERVICES ARE TO BE MADE TO THE MAIN
WATERLINE. ONE 1 1h" WATER METER IS TO BE PROVIDED BY THE CONTRACTOR
FOR INSTALLATION. ALL THREE METER BOXES MUST BE OF SUFFICIENT SIZE TO
ACCOMMODATE UP TO A 2" WATER METER.
5. THERE IS ONE 2" TAP AND VALVE TO BE MADE TO THE EXISTING SEWER
FORCEMAIN. THERE IS ONE 2" PVC FUTURE FORCEMAIN TO BE INSTALLED.
CONTRACTOR CAN ASSUME THAT THE FORCEMAIN WILL NOT BE PRESSURIZED
WHEN MAKING THE TAP.
6. A NUMBER OF CURB INLETS ALONG WATERSIDE DRIVE ARE PROPOSED TO
REPLACE THE EXISTING FLUMES. THESE EXISTING FLUMES ARE TO BE REMOVED
AS WELL AS PORTIONS OF THE ADJACENT SIDEWALK FOR INSTALLATION OF CURB
INLET, BOXES, AND DRAINAGE PIPE. SIDEWALK AND CURB & GUTTER ARE THEN
TO BE REPLACED IN THESE AREAS. SOME EXCAVATION AT THE PIPE ENDS MAY BE
NECESSARY TO TRANSITION INTO THE EXISTING STORMWATER SWALES AND BASINS.
IT WILL BE ACCEPTABLE TO CREATE TEMPORARY SHALLOW STILLING BASINS AT
THE END OF EACH CULVERT. SOME ADDITIONAL SWALE CONSTRUCTION IS
ANTICIPATED FOR SOME OF THESE CURB INLETS.
7. ALL CURB RAMPS ARE TO BE NC DOT APPROVED CONFIGURATIONS AND ADA
COMPLAINT. ALL RAMPS ARE TO INCLUDE ARTICULATED DOMES.
8. CROSSWALKS ARE TO BE STRIPED IN ACCORDANCE WITH NC DOT STANDARDS
WITH 8" WIDE THERMOPLASTIC PAVEMENT MARKING. PARKING AREA STRIPING ARE
TO BE PAINTED IN ACCORDANCE WITH NC DOT SPECIFICATIONS.
9. EROSION AND SEDIMENTATION MEASURES AND GRADING OPERATIONS ARE TO BE IN
COMPLIANCE WITH THE NCDENR PERMIT CONDITIONS AND AS INDICATED ON THESE
DRAWINGS.
10. CONTACT NC811 TO HAVE UNDERGROUND UTILITIES LOCATED BEFORE INITIATING
ANY CONSTRUCTION ACTIVITIES.
11. UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE TAKEN FROM HISTORIC
RECORDS AND BASED UPON ABOVE GROUND CONDITIONS AND APPURTENANCES.
CONTRACTOR MUST FIELD VERIFY LOCATIONS. COPIES OF INITIAL CONSTRUCTION
DRAWINGS AND SOME AS -BUILT DRAWING ARE AVAILABLE.
STRUCTURAL NOTED
1. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT
SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OR SHOWN
OTHERWISE` ON PLANS.
2. ALL ITEMS. SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL
BE TIGHT, i VEN AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL
BE ALLOWI.D THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE
DRAWINGS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE PROJECT
ENGINEER,
3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
ELEVATIONS OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE WORK AS
DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
4. TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC5B AND SHALL MEET OR
EXCEED AWPA STANDARDS (C-18) FOR PRESERVATION TREATMENT AS APPLICABLE.
PILES SHALL ACHIEVE A MINIMUM OF 18' PENETRATION INTO SUITABLE SUBSURFACE
MATERIAL.
5. STRUCTURAL FRAMING BE #2 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE.
6. DECKING AND GAZEBO ROOF SHEATHING SHALL BE #1 SYP, TREATMENT AS SHOWN,
AND SHALL MEET OR EXCEED AWPA STANDARDS (UC4B) FOR PRESERVATION
TREATMENT AS APPLICABLE.
7. ALL CROSS BRACING SHALL BE #2 GRADE MATERIAL WITH A MINIMUM OF 2.5 CCA
UC5B (MOISTURE CONTENTS <19%) AND SECURED WITH (2) 1 "0 HDG BOLTS IN
PRE -DRILLED HOLES.
8. ALL FASTENERS SHALL BE HIP -DIP ZINC COATED IN ACCORDANCE WITH ASTM A 153.
AGGREGATE BASE COURSE
ASPHALT SURFACE COURSE NCDOT TYPE 'A'
NCDOT S-9.5A OR S-9.56 (100% COMPACTION, AASHTO T180)
TOP 8" SUBGRADE
(100% COMPACTION, AASHTO T99)
NOTE: CONFIRM ASPHALT PAVEMENT THICKNESS WITH GEOTECHNICAL REPORT.
STi4N®Af�D PAVING DX7-,4IL
NTS
5' CONCRETE PATHWAY
(UNLESS OTHERWISE
Y2" TOOLED RADIUS SPECIFIED)
EX. GRADE
1/4"/`.FT.
(SEE NOTE 7) 111, 1,FT. (TYP) gill,
a °
a a a
1/2" ` ° ° 5" THICK) FIBER REINFORCED
/\\\\/\\ CONCRETE
(UNLESS OTHERWISE SPECIFIED)
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
NOTES:
1. ALL CONCRETE SHALL BE 3,000 PSI, 5" THICK, UNLESS NOTED OTHERWISE. CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH
ACI 21 1.1, ACI 301 AND ASTM C�4,
2. CONTROL JOINTS SHALL BE PLACID PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE
SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE Y2" THICK AND CONFORM TO
ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5%.
5. A BROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
CONCRETE SIDEWALK DETAIL
NTS
U w MARINE BOLTS
PILES
PILE/GIF�ER OffMIL
NTS
CONCRETE TO PIER TRANSMON
NTS
IRDER
-)
ADA COMPLIANT RAMP
WITH HANDRAILS
2x4x20 ® EACH JOIST/GIRDER
CONNECTION W/8 10d NAILS
PER CONNECTION
4 IN JOISTS/4 IN GIRDER
4x8 CROSS
BRACING UC5B
EACH BENT
FINAL DR Al"AWING
NOT
r­%*-oj% c, . Uc
%. 4 Trm--'-"*,
GENERAL NOTES:
1. THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6' (LARGER WIDTH MAY BE REQUIRED AS
SHOWN).
2. CROSSWALKS SHOULD BE CENTERED TO THEIR CORRESPONDING WHEELCHAIR RAMPS, BUT THEY
SHALL NOT BE SET WITHIN THE INTERSECTION AREA ESTABLISHED BY BISECTING THE
INTERSECTION RADII.
3. CROSSWALKS SHALL COMPLY WITH NCDOT STANDARD DRAWING 1205.07. PLACEMENT OF
CROSSWALKS SHALL IN ALL CASES BE COORDINATED WITH THE LOCATION OF SIDEWALK.
8" 16"
1 /8"R
1 3/4"R 3"
"
°
12" 3/4."RD° p
7"
.BASE
24"
i:i
4000 PSI
CONCRETE
MO(lNT.4� E CUf� �4 ND C,MER
NTS
2"x6" #1 DECKING UC4B
SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
NCDOTPAWMENT MARKINGS PEDESMW WALKS
NCDOT STANDARD CROSSWALK
NCDOT 1205.07
6°' VARIES (4' MIN., 710' MAX.)
2 --{
I°
12:1 a
a
\.117"77777,
\ \\%%�\\\ DETECTABLE WARNINt DOMES
PER NCDOT 848
STD. CG-6
12" O.C. UC48 -5'-4"
(4) 2"x12" GIRDERS UC4B
®
TWO ON EACH SIDE OF PILING
W/ (3) 1" HDG MARINE
BOLTS EACH PILING (SEE DETAIL)
NORMAL WATER LEVEL t 1.0'
(2) 3/a" HDG MARINE BOLTS
® EACH CONNECTION
5'
6'-0" - - {
30'-10"0 TIP CLASS B TIMBER
PILING (18' MIN. PENETRATION)
ALL PILES TO BE TREATED
TO 2.5 CCA UC58 PER NC
BUILDING CODE PRESCRIPTION
PIER SECTION
28'
HANDICAPPED_ Cil� CUT RAMP
NTS
Know what's below.
Call before you dig.
I
JAN 21 ?..1,Aq
W
12"
VAN
1'-0"x1'-6"x.080" ALUMINUM HANDICAP PARKING
PARKING SIGN. SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS. kwIMuM
PENALTY
$250
CORNER RADIUS: 1-1/2" (TYPICAL)
4"x4" STYP POST
NOTES:
1.
REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY
ABOVEGROUND SIGNS ONLY (SEE N.C.G.S.)
2.
NEW SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
3.
ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4.
STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
5.
CONDITION 1: PEDESTRIAN PATH DOES NOT
AROUND SIGN. CONDITION
PASS UNDER OR
/\/\\jj
2: PEDESTRIAN PATH GOES BY, UNDER, OR
iKi
AROUND SIGN.
6.
STANDARD SIGN COLORS: BACKGROUND -
WHITE, LETTERING/BORDER - GREEN, FIGURE
- WHITE ON BLUE FIELD.
HANDICAPPED PAWNG SPIV DETAIL
NTS
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