SW7091106_APPROVED PLANS_20100308

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�C�f)3D�
YYYYM M D D

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ZONED B-2
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EXISTING CURB INLET
TOP=7.42
THROAT=6.94 '
INV=2.94
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1 EXISTING CURB INLET 3
TOP=7.22
i - - l'HR0AT=677
INV=142 \ rt ,fir
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RCP. SEE PIPE NOTES, Q y
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CONTRACTOR SHALL
NOT INSTALL A
CONSTRUCTION
a ENTRANCE TO
ACCESS TO NCDOT C1
HIGHWAY 17`PER MR.
WOQDYJARVIS R15'
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6.2 Ep,
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\CONTRACTOR SHALL
CONNECT PROPOSED
JUNCTION BOX TO
\EXISTING STORM
SYSTEM PER NCDOT
STANDARDS.
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1 I SITE GRADING PLAN
Cl I SCALE. I" = 20'
TBM
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INSTALL 82 LF OF 18" 0
RCP. SEE PIPE NOTES.
N /F
GRANVILLE D LILLEY'
214 N WHISPERING PINES Rla
WASHINGTON, NC 27889
PIN 01024976
DB 967, PG 622
ZONED B-2
RESTAURANT
ZO O 20 40 (00
ORAPHIG SCALE - 1=EET
CONTRACTOR SHALL FIELD VERIFY
PROPOSED GRADES MATCH EXISTING
PAVEMENT AT DRIVEWAY ENTRANCES.
CONTRACTOR SHALL NOTIFY ENGINEER
IF DISCREPANCY OCCURS.
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INSTALL 124 LF OF 4"0
PVC UNDER DRAIN
/ N /F
RAYVON T WHITLEY
1630 GRAND AVE, APT 2J
BRONX NY 10453
PIN 01026192
DB 1044, PG 941
ZONED R-6S
RESIDENTIAL HOME
INSTALL 99 LF OF 6"0
PVC UNDER DRAIN
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VICINITY MAP
N.T■S.
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10.65 PVT 10.75 PVT Ck
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LOCATION
10.9 PVT 10.85 SW 10.85 SW
10.75 PVT 10.65 PVT
HANDICAPAREATOBEADACOMPLIANT SLOPES SHALL NOTEXCEED2.0% INANYDIRECTION IN THISAREA.
2 HANDICAP PARKING DETAI
C1 SCALE: 1" = 10'
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r� SW7091106
SOUTH PLAN VIEW
BlOoRETENTION BASIN #1 BIO=RETENTION BASIN-42'`
�I BIO.RETENTION PLAN VIEW
KEY NOTES:
C1 LIMITS OF TEMPORARY EROSION CONTROL FENCE:
REFER TO DETAIL 101C3
C2 INSTALL CONSTRUCTION ENTRANCE
REFER TO CONSTRUCTION EGRESS NOTES FOR
DETAILS
C$ INSTALL 3'CURB CUT
Cl SCALE: NOT TO SCALE
SYMBOLS LEGEND
REFER TO SURVEY (SV1) FOR EXIS71IIG CONDITION SYMBOLS LEGEND AND SITE CONTROL.
_ _ - 10 _ _ _ _
EXISTING GADE LINES
—10
PROPOSED IEW GRADE LINES
rc
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NEW TIRC
CONSTRirT1O10N
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TEMPORAR I ERO SION CONTROL
FENCE
SURFACE FUW ARROW
NEW SPOT ELEVATIONS
LIST
ABBREVIATION
GRADE
NONE
SIDEWALK
SW
TOP OF WALL
TW
TOP OF CURB
TC
TOP OF PAVEMENT
PVT
NEW GRADE
GD
CONCRETE
CONC
EXISTING TOP OF CURB
ETC
EXISTING GRADE
EGD
EXISTING PAVEMENT
EPVT
EXISTING SIDEWALK
ESW
FLOWLINE
FL
TOP OF BERM
TOP
TEMPORARYBENCH MARK
TOPOFFIREMP61INT.
ELEVATION=11.65' (NAVD 88)
(REFER TO SV1 FOR VERTICAL CONTROL &
LOCATION)
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COMM # 2574 1
Z 1 DATE: 10-2-09
REVISION
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DATE: 10-27-09
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GENERAL NOTES:
A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
ZONED B-2
N/F
GRANVILLE D LILLEY
214 N WHISPERING PINES RD
WASHINGTON, NC 27889
PIN 01024976
DB 967, PG 622
ZONED B-2
RESTAURANT
0
a
N
1 SITE DEVELOPMENT PLAN
C2 SCALE. 1' = YO'
ZONED R-6S
/ / 17-
/
/ ....A
N /F
RAYVON T WHITLEY
1630 GRAND AVE, APT 2J
BRONX, NY 10453
PIN 01026192
DB 1044, PG 941
ZONED R-6S
RESIDENTIAL HOME
s ONc
�J
B�aRE y
B. ALL SITE DIMENSIONS TO THE GUTTER LINE OF CURB, CONCRETE
OR PROPERTY LINE UNLESS OTHERWISE NOTED. CONTRACTOR
TO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION
PRIOR TO SUBMITTING BID AND STARTING CONSTRUCTION.
C. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT
DRAWINGS.
D. REFER TO STRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS
ADJACENT TO FOUNDATIONS.
KEY NOTES:
O CONCRETE PAVING:
REFER TO DETAIL 1/C3.
ALTERNATE #1:
ASPHALT PAVING REFER TO DETAIL 2/C3.
REFER TO PROJECT MANUAL.
O CONCRETE PAVING:
REFER TO DETAIL 1/C3.
O CONCRETE CURB:
REFER TO DETAIL 3/C3.
O4 CONCRETE SIDEWALK:
REFER TO DETAIL 4/C3.
O5 CONCRETE DOOR LANDING:
REFER TO DETAIL 4/C3 AND STRUCTURAL DETAILS. RAMP PAVING
AS INDICATED. LANDING CAN BE POURED MONOLITHIC IF
CONCRETE PAVING IS USED.
O STEEL BOLLARD:
REFER TO DETAIL 6/C3. PROVIDE (2) AT TRASH PAD AND
OVERHEAD DOOR, PROVIDE (9) AT SIDEWALK. REFER TO
STRUCTURAL PLAN FOR LOCATION.
O HANDICAP PARKING SIGN:
REFER TO DETAIL 7/C3.
O CONCRETE HANDICAP RAMP:
REFER TO DETAIL 9/C3.
O9 HANDICAP PARKING SYMBOL:
REFER TO DETAIL 5/C3.
10 HANDICAP ACCESS UNLOADING ZONE:
SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE AS
SHOWN.
11 SCREEN FENCE:
REFER TO DETAIL 12/G3.
12 SCREEN FENCE GATES:
REFER TO DETAIL 11/C3.
13 CONCRETE BUMPER BLOCK:
8'w x 5"h x 6'-0" LONG CONCRETE. ANCHOR TO PAVING WITH (2 )
V-6" LONG #4 REBAR (TO SIT LEVEL WITH PAVING).
14 PARKING LOT LIGHTING:
REFER TO SITE UTILITIES PLAN FOR LOCATION AND TYPE.
15 LIMITS OF NEW PAVING:
MATCH EXISTING PER CITY AND OR STATE STANDARDS.
16 ROLL DOWN CURB:
TERMINATE AND ROLL DOWN NEW CURB WHERE INDICATED. ROLL
DOWN AT 1:2.
17 CONCRETE CURB:
NEW CONCRETE CURB TO MATCH EXISTING PER CITY AND OR
STATE DESIGN STANDARDS.
18 STRIPING:
PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE
HIGHWAY MARKING PAINT - YELLOW (2 COATS)
19 CURB CUT:
36" CURB OPENING. REFER TO SHEET Cl.
20 SIGN LOCATION:
SIGN FURNISHED AND INSTALLED BY OWNER. REFER TO SITE
UTILITIES PLAN FOR DETAILS.
21 CONCRETE DRIVE APRON:
TO BE INSTALLED PER CITY AND OR STATE DESIGN STANDARDS. IF
NO STANDARDS PROVIDE CONCRETE PAVING CONSTRUCTION AS
SHOWN ON DETAIL 1/C3.
22 CONCRETE SIDEWALK:
TO BE INSTALLED PER CITY AND OR STATE STANDARDS (TO
MATCH EXISTING SIDEWALK).
SYMBOLS LEGEND
REFER TO SURVEY FOR EXISTING
CONDITION SYMBOLS LEGEND
NEW BUILDING CONSTRUCTION
e .
AREA OF CONCRETE
AREA OF PAVING
NEW POLE SIGN LOCATION
O
NEW CONCRETE PAVING BLOCK
T
NEW LIGHT POLE LOCATION
NEW FENCE CONSTRUCTION
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11 COMM # 2574 1
' DATE: 10.2.09
C2 of 4

PROVIDE CONTROL JOINTS AT
IT O.C. (25% SLAB THICKNESS)
6" THICK CONCRETE
PAVING WITH
6X6-W1.4XW1.4 WWF
(PLACED AT MID HEIGHT
OF SLAB)
6" COMPACTED SUB
BASE
COMPACTED SUB
GRADE
CO .."'T�. '.�•.
co
CONCRETE
PAVING SECTION
C3 SCALE: 3/4' = 1'•0'
.a
\_ BOLLARD:
STANDARD 4" DIAMETER STEEL
PAINT O'REILLY GREEN.
REFER TO EXTERIOR FINISH SCHEDULE.
m.
CONCRETE PAD OR SIDEWALK:
n < REFER TO SITE DEVELOPMENT FOR
LOCATION AND TYPE.
.a
CONCRETE FILL
=11:
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6 STEEL BOLLARD SECTION
C3 SCALE: 3/W = 1'4r
A. REFER TO PROJECT MANUAL FOR
ADDITIONAL REQUIREMENTS.
B. COORDINATE WORK WITH OTHER
SITE DEVELOPMENT RELATED
DRAWINGS.
POSTS ARE TO BE 4"DIA.
PINE OR 2" DIA. OAK OR 1.33
LB/FT STEEL POST
WITH A MIN. LENGTH OF 4'-0"
8'-0" O.C.
1" STAPLES OR TIE
WIRE
6" X 6" MAX. SPACING
WOVEN WIRE SUPPORT
FENCE
FILTER FABRIC ATTACHED TO
WOVEN WIRE FENCE
CUT DITCH, PLACE FILTER
FABRIC AND BACK FILL
U
SECTION "A"
10 FABRIC SILT FENCE
C3 SCALE: 3/4' = I%W
%—COMPACTED SUB GRADE
ASPHALT
2 PAVING SECTION
SCALE: 3/4' = 1%(r
12"
VAra
PROVIDE CONTROL JOINTS AT
1V O.C. (25% SLAB THICKNESS)
PAVING, REFER TO SITE DEVELOPMENT
PLAN FOR LOCATION AND TYPE.
NOTE: CONTRACTOR'S OPTION TO POUR
INTEGRAL (MONOLITHIC) CURB AND PAVING.
WHERE PAVING POURED SEPARATE,
PROVIDE KEY -WAY OR #4 X V-0" DOWELS AT
48" O.C.
"I (3) #4's CONT. W/ 3" MIN. COVER
#4 TIE BARS AT 48" O.C.
CONCRETE
3 CURB SECTION
C3 SCALE: 3/4' = 11A'
VAN ACCESSIBLE SIGNAGE
AT RIGHT HAND DISCHARGE.
HANDICAPPED PARKING SIGN
"117-8E' AS REQUIRED BY NORTH
CAROLINA ACCESSIBILITY CODE.
ATTACH SIGN TO POLE W/ GALV.
MOUNTING BOLTS.
V-0' X 1 1/2' DIAMETER
GALVANIZED POLE SET INSIDE
BOLLARD W/ CONCRETE.
BOLLARD:
REFER TO DETAIL 6/C3
7 HANDICAP PARKING SIGN
C3 j SCALE: 3/4' = 1'-0'
6" HINGE:
TYP. (2 ) STANLEY BB855 PHOSPHATE
WITH NO HOLES ON ONE SIDE FOR
WELDING TO STEEL PIPE.
LLr FRONT ELEVATION
8 NOT USED
C3 SCALE: N.T.S.
PROVIDE TOOLED CONTROL JOINTS AT 6' O.C.
(25% SLAB THICKNESS) AND ISOLATION JOINTS AT
24' O.C., UNLESS OTHERWISE NOTED.
4" THICK CONCRETE SIDEWALK
W/6X6W1.4xW1.4WWF
COMPACTED SUB BASE
COMPACTED SUB GRADE
a a.
L CONTROL JOINT
CONCRETE
4 SIDEWALK SECTION
C3 SCALE: 3/4" = 1-4r
1-1/2"x 1-1/2"x 1/8" STEEL TUBE
OR 2"x 2"x 1/8" ANGLE
W/ WELDED JOINTS.
PAINT O'REILLY GREEN.
ATTACH HORZ. C.C.A. 2 X 4'S ON
STEEL FRAME @ TOP & BOTTOM
W/ 4" X 1/4" GALV. CARRIAGE BOLTS
ON OUTSIDE TO RECEIVE FENCE
FACE BOARD.
BARREL BOLT:
STANLEY HEAVY BARREL BOLT#
CD1084BB SCREW THROUGH WOOD &
INTO METAL FRAME.
3/4" BENT STL. BAR
(2) 1" I.D. X 2" LONG STL. PIPE
WELDED TO FRAME & ALIGNED FOR
BENT BAR ON EACH GATE.
r 1" HOLE IN PAVMT W/ MTL. SLEEVE
TO RECEIVE STL. BAR (3" DEPTH MIN.)
L
CONCRETE PAD:
REFER SITE DEVELOPMENT FOR
i
TYPE AND LOCATION.
U ALL MTL. PARTS PRIMED W/ METAL
PRIMER &PAINTED OREILLY GREEN.
4" x 4" x 1/4" STEEL TUBE GROUT
DIAMETE FILLED & CAPED W/ CONCRETE,
rL GATES OPENING SHOULD BE PLACED
PAINT O'REILLY GREEN. AT CENTER LINE OF CONCRETE PAD
L 1 1/2" X 1 1/2" X 1/8" X 4'-0" LONG
WELDED TO GATE.
PLAN VIEW
9-
!CJ3
SCREEN FENCE GATESCALE: 3/4• = I%W
3/4" BENT STL. BAR
o 'w 1. SYMBOL TO BE PAINTED (HIGHWAY GRADE)
im YELLOW PER ACCESSIBILITY STANDARDS.
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HANDICAP
FS PARKING SYMBOL
C3 SCALE: 3/4" = 1'-0'
PROVIDE DETECTABLE WARNINGS WITH RAISED PATTERN
(CAUTION YELLOW COLOR WITH .9" DIA. AND RAISE .02" PER ADAAG 4.7.7)
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pO°O 20 p
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DETECTABLE
WARNINGS SHALL
EXTEND THE FULL
WIDTH OF RAMP PER
NCDOT REQUIREMENTS
1" IN 1"
00
10"
LOCATIONS WITH
fFOR
IRCULATION PARALLEL
O RAMP.
9 CONCRETE HANDICAP RAMP
C3 SCALE: N.T.S.
ALL FASTENERS TO BE '
GALVANIZE FINISHED
DIAMETE /
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FRONT
12 SCREEN FENCE
C3 SCALE: 3/4' = 1'-W
PROVIDE POST CAPS
1"X6" CCA TREATED DOG EAR
BOARDS ALTERNATE BOARDS
ON OPPOSITE SIDES OF FENCE.
2" GALV. STEEL PIPE
(SCHEDULE 40,13 GAGE)
WITH SIMPSON STRONG -TIE
PGT2 CONNECTORS FOR
ATTACHING FENCE.
MINIMUM OF 3 PGT2'S PER PIPE.
2"X4" C.C.A. HORIZONTAL RAIL
(TYP.) MEMBERS THREE (3)
PLACES.
PROVIDE (2) 3/8" DIA. WEEP
HOLES, TYP.
CONCRETE FOOTING
SET POLES IN DUMPSTER
PAD.
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COMM # 2574
DATE: 10-2-09
C3 of 4
a I I •. I r I

EROSION CONTROL &
MAINTENANCE PLAN NOTES:
1. RETAIN FLOATABLE WINDBLOWN MATERIALS ON SITE BY STORING ALL TRASHAND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT OFF -SITE FACILITIES. CHECKADJACENT
AREAS DAILYAND PICKUP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFF SITE.
2 PERMANENTLY STABILIZEALL SURFACEAREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBED BYVEHICLES, GRADING AND OTHERCONSTRUCT
ION FOR THE PROPOSED FACILITY.
STABILIZATION IS OBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES PAVING AND OR PERENNIAL VEGETATION HAVING A UNIFORM COVERAGE DENSITY OFATLEAST 70 . 1 %
STABILIZATION OF ALL DISTURBED AREA IS REQUIRED BEFORE TERMINATING MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES.
3. CONTRACTORS SHALL INSPECTPOLLUTION CONTROL MEASURESATLEAST ONCE EVERY 14 DAYS AND WITHIN24 HOURSAFTERA STORM EVENT OF 112 INCH OR GREATER. DAMAGEDMEASURES
THAT PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES ORADDITIONAL MEASURES WITHIN SEVEN DAYS. REPEATED FAILURE OFA CONTROL MEASURE REQUIRES
INSTALLATION OFA MORE SUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION SITE.
4. INSTALLATION OFADDITIONAL EROSION CONTROL MEASURES MAYBE REQUIRED BY THE CITY OR STATE. CONTRACTOR TO VERIFYREQUIREMENTS PRIOR TO BEGINNING ANY WORK ON PROJECT
SITE.
5. CARE SHALL BETAKEN TO MINIMIZE THE ENCROACHMENTOFSEDIMENTINTOALL STORM DRAINAPPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL
(ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED.
6. REFER TO 10/0 FOR SILT FENCE CONSTRUCTION.
7 ALL GRASS SLOPES WHICH EXCEED 3:1(H:V) SHALL UTILIZE CONTECH CONSTRUCTIONPRODUCTS PERMANENT TURFREINFORCEMENTMATS C35 ORAPPROVED EQUAL. MATS SHALL BEINSTALLED
PER MANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER.
CONSTRUCTION EGRESS NOTES:
1. CONSTRUCTION EGRESS SHALL BE IFMINIMUM WIDTHAND 30'MINIMUM LENGTHAND 6'MIN THICKNESS OF STONE (1.5",3.5)COARSE
AGGREGATEWITH GEOTEXTILE UNDERLINER. REFER TO THE CITY OR STATE FORANYADDITIONAL REQUIREMENTS.
2. THE EXITSHALL BE MAINTAINED INA CONDITION WHICH WILL PREVENT TRACKING OR FLOWOF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS
MAYREQUIRE PERIODIC TOP DRESSING WITH 1.5-3.5INCH STONE, AS CONDITIONS DEMAND, AND REPAIRAND/OR CLEAN OUT OFANY
STRUCTURE USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO
ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
3. WHEELS MUSTBE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY WHEN WASHING IS REQUIRED, ITSHALL
BE DONEONANAREA WITH CRUSHED STONE WHICH DRAINS INTO ANAPPROVED SEDIMENT TRAP OR SEDIMENT BASIN LOCATED PER
THE CITY OR STATE REQUIREMENTS.
STORMWATER RUNOFF CALCULATIONS:
TOTAL PROPERTY AREA= 0.91 ACRES
TOTAL DISTURBED AREA = 0.89 ACRES < 1.0 ACRES
REFER TO STORMWATER REPORT FOR BID -RETENTION BASIN DETAILS.
SITE EXCAVATION
GENERAL NOTES:
A. REFER TO PROJECT MANUAL FOR
REQUIREMENTS ■
B. SITE CONDITIONS BASED UPON SURVEY YTIONAL SUBMITTEQD BY OWNER.
FIELD VERIFY EXISTING CONDITIONS BYDETAILED SITE
1. A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED ON THIS SITE,
INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING
REFER TO PROJECT MANUAL.
CONSTRUCTION.
2. FOLLOW GEOTECHNICAL ANALYSIS RECOMMENDATION FOR SITE
C. FIELD VERIFY SANITARY SEWER SERVICE CONNECTION INVERT
EXCAVATION.
PRIOR TO ESTABLISHING FINAL FINISH FLOOR ELEVATION.
3. REFER TO STRUCTURAL DRAWINGS FOR BUILDING EXCAVATION
D. COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT
REQUIREMENTS.
DRAWINGS.
I
DETENTION OUTLET STRUCTURE
REFER TO DETAIL 2104 FOR DETAILS
NOTE:
REFER TO OPERATION AND MAINTENANCE
MEDIAN SOIL LAYER WILL ALLOW A p
MANUAL FOR DETAILS.
MINIMUM OF 2"/hr. FOR INFILTRATION
CLEAN OUTS
PONDING SURFACE EL=8.7
/f
TOP OF BERM EL=9.0
SOD
HOIAOGBtlE0U5.-it (% BY VOLUME)
85-88X WASHED AND (NCDOT /2S)
8-12% FINES (SILT 8 CLAY)VA
3-5% ORGANIC MATTER PEAT MOSS OR
/ i� ;
APPROVED EQUAL)
,s
,*ASHED #$I CHOKING STONE
WASHED 111" ST0M1),, t" a J-'��
"�+ k` BC
4" PVC (SCH 40) UNDER DRAIN v`+
WITH TWO ROWS OF E' HOLES N
DRILLED AT BOTTOM QUARTER
POINTS 2° O.C.
TYPICAL SECTION BIORETENTION GRASS CELL
vi NOT TO SCALE
■
STAGES OF CONSTRUCTION!
1. CONTRACTOR TO PERFORM DETAILED SITE INSPECTION TO LOCATEALL EXISTING UTILITIES AND
VERIFYANY POSSIBLE CONFLICTS WITH PROPOSED IMPROVEMENTS PRIOR TO BEGINNING ANY
CONSTRUCTION. CONTACT OWNER WITH ANY CONFLICTS. MONTH 1
2. INSTALLATION OF CONSTRUCTION ENTRANCE. MONTH 1
3. INSTALLATION OF EROSION CONTROL FENCE. MONTH i
4. DEMOLITION OF EXISTING SITE IMPROVEMENTS. MONTH 1
5. REMOVAL OF EXISTING PAVEMENT ON THE SITE. MONTH 1
6. INSTALLATION OFALL STORMWATER DRAINAGE IMPROVEMENTS. MONTH i
7. ROUGH GRADING. MONTH 1 &MONTH 2
8. CONSTRUCTION OF NEW SITE IMPROVEMENTS. MONTH 2
9. INSTALL DETENTION BASIN MONTH 3
10. ENSURE BIO-RETENTION BASIN IS PROTECTED UNTIL COMPLETION OF CONSTRUCTION MONTH 3
11. FINAL GRADING, MONTH 3
12. PLACEMENT OF FINAL LANDSCAPING ITEMS AND SOD. MONTH 3
13. REMOVAL OF EROSION CONTROL FENCE. MONTH 3
n NORTH BIO-RETENTION SECTION DETAIL
C4--J SCALE: NOT TO SCALE
NOTE:
MEDIAN SOIL LAYER WILL ALLOW A
MINIMUM OF 2"/hr. FOR INFILTRATION
J r
SOD
\\\
HOMOGENEOUS SOIL MIX (% BY VOLUME)
85-88X WASHED SAND (NCDOT /2S)
8-12% FINES (SILT & CLAY)
3-5% ORGANIC MATTER (PEAT MOSS OR
APPROVED EQUAL)
/2S WASHED SAND
WASHED /8/469 CHOKING STONE
7
WASHED #57 STONE
DETENTION OUTLET STRUCTURE
REFER TO DETAIL 4/C4 FOR DETAILS
REFER TO OPERATION AND MAINTENANCE
MANUAL FOR DETAILS.
�i
CLEAN OUTS
3 -.
TOP OF BERM EL=10.0
#IsmACES
9.d;
BQtM
8 P'
m
v c
I tr`i+y.tl
4" PVC (SCH 40) UNDER DRAIN
WITH TWO ROWS OF j" HOLES N
DRILLED AT BOTTOM QUARTER
:,... POINTS 2" O.C.
TYPICAL SECTION BIORETENTION GRASS CELL
�'. NOT TO SCALE
3 SOUTH BlOwRETENTION SECTION DETAIL
C4 SCALE: NOT TO SCALE
_ 4'x4' STRUCTURE
(MAY BE PRECAST
TYPE "EE" STIR.
BY SCURLOCK,
OR APPROVED EQUAL)
4'x4' STRUCTURE W/
EMERGENCY OVERFLONMEiEV. 8.2'
T.
TOP OF BERM ELEV. 9.0
7L 3.7 DISCHARGE PIPE
BID
RETENTION OUTLET PIPE -�
NOTES:
1. SEAL ALL CONNECTIONS WITH NON -SHRINK GROUT.
2. MIN. #4 BARS 012" O.C. EACH WAY (ALL WALLS VERT,
HOR &SLAB)
3. INSTALL 6" THICK WEIR WALL W/ #4'S @ 6" E.W.,
DOWEL WEIR WALL INTO CONCRETE BOX.
TOP EL=9.7
/EONEcq<
s
F
f OJ
BEF�R� y
ccre
v
INSTALL TRASH RACK AROUND
EMERGENCY OVERFLOW SPILLWAY OPENINGS
Z 1 DETENTION OUTLET DETAIL
C4 SCALE: NOT TO SCALE
4'x4' STRUCTURE
(MAY BE PRECAST
TYPE "EE" STIR.
BY SCURLOCK,
OR APPROVED EQUAL)
4'x4' STRUCTURE W/
EMERGENCY OVERFLOW ELEV. 9.6
\ �L
' OVERFLOW WEIR fLE�ty.,
#ORIZ®NT2AL BARS 6" •30 6°
J NORTH, WEST, EAST, & SOUTH VIEW
TOP OF BERM ELEV. 10.0
BID
RETENTION CELL
EL=4.6
BIO RETENTION OUTLET PIPE)
NOTES:
1. SEAL ALL CONNECTIONS WITH NON -SHRINK GROUT.
2. MIN. #4 BARS ®12" O.C. EACH WAY (ALL WALLS VERT,
HOR &SLAB)
3. INSTALL 6" THICK WEIR WALL W/ #4'S ®6" E.W.,
DOWEL WEIR WALL INTO CONCRETE BOX.
INSTALL TRASH RACK AROUND
EMERGENCY OVERFLOW SPILLVVIY OPENINGS
kV4 :3
VERTICAL BARS
00
R
imn--)
it
Lz
<Zuzcv)o
jj4'S ®12"
HORIZONTAL BARS
6" 6"
EL=4.6
NORTH, WEST, EAST, 8c SOUTH VIEW
4 l DETENTION OUTLET DETAIL
C4 SCALE: NOT TO SCALE
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COMM # 2574
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DATE:
10-2-09
RirVISION
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DATE:
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ROAD INFORMATION UTILITY CONTACTS UTILITY INFORMATION SCHEDULE B - SECTION It SURVEY LEGAL DESCRIPTION I E
ROAD NAME US HIGHWAY 17 (CAROLINA NATURAL f`JC �°Rq, UTILITIES SHOWN ARE AS MARKED WITH Fidelity National Title Insurance Company TRACT 1• PROPERTY LINE
BASE FLOOD ELEVATION
AVENUE) AUTHORITY: PIEDMONT NATURAL GAS T ♦ PAINT BY ITS UTILITY IN RESPONSE TO A Title No.: 20090504 All that tract or parcel of land, lying and being in Washington -
j -r � _ /Y ,! AUTHORITY: NC DOT - DIVISION 2 - DISTRICT t ADDRESS: 111 CORPORATE LN REQUEST TO THE NORTH CAROUNA Effective Date: March 13, 2009 at 08.00 AM Township, City of Washington, Beaufort County, North Carolina EASEMENT LINE
_ ��/�y '\ ` '` ADDRESS 1701 WEST FIFTH ST NEWBERN, NC 28562 ONE -CALL UTILITY PROTECTION SERVICE, and being more particularly described as follows: SETBACK LINE -
0/rjt, 4 \TS ! v \ WASHINGTON, NC 27889 CONTACT: WALL SILVER TICKEiS C091530184 do C091530196. ANY Right of Way in favor of the Board of Transportation BUFFER LINE -
' CONTACT WOODY JARVIS PHONE Ik [phone] ® PIPE SIZES SHOWN ARE PER RECORD PLANS 7 recorded at Book 735, page [sic] 403. (Tract 1) AS COMMENCING from NCGS Monument 'USED" havingpublished EIaSTING CONTOUR LINE
< PHONE (252) -3689 OR AS PROVIDED BY ITS UTILITY. O PLOTTED HEREON. coordinates of N: 661 396.21 US SurveyFeat E: 76,010.09 FENCE X
' y �,' ` 948 WAT• SANITARY POWER US Survey Feet both on NAD83 (20o1)Datum; thence WATER LINE
�6p Pj i \ y1 % �/ `� PLANNED IMPROVEMENTS: NONE AUTHORITY: CITY OF WASHINGTON Subject to all matters appearing in Plat Book 2, page 51. S8742.27•E a distance of 1.604.97' to a 1/2' rebar found at GAS LINE
ADDRESS: 102 E SECOND ST g (Map attached to Deed recorded at Book 1625, page 72.) the intersection of the eastern right of way line of LIS Highway OVERHEAD POWER LINE
g �' CLASSIFICATION: MAJOR- WASHINGTON. NC 27889 O DOES NOT AFFECT SUBJECT PROPERTY
9' %� ' RIGHT OF WAY WDTH: 100' (50' FROM CI.) CONTACT CUSTOMER SERVCE REP. Q 17 (Carolina Avenue, 100' R/W) and the southern right of way
�r 0 ;A SPEED LIMIT 35 MPH SSMH line of Pierce Street 50' R OVERHEAD TELEPHONE LINE
?' �. PHONE [phone] NOT IN U Easements In favor of the Board of Transportation ( /1W), said 1/2' rebar being the
17 K * ( ) (POINT OF BEGINNING; thence along said right of way of Pierce SANITARY SEWER LINE
Z 9 " ROAD NAME: PIERCE STREET 10 recorded at Book 735, page 407 and Book738, page 21. STORM SEWER LINE - - - - - - - - -
?. ' ITE/ S AUTHORITY: CITY E STREET
WASHINGTON BONE (Tract 3) DOES NOT AFFECT SUBJECT PROPERTY Street N71'o8'47'E a distance of 50.88' to a %ft rebar found - - - - - - - - -
l\, AUTHORITY: EMBARO at the intersection of the southern right of way line of Pierce AIR CONDITIONER MVAC
i �\ iADDRESS: 102 EAST SECOND STREET / Street and the southwestern right of way line of West Seventh UTILITY POLE W/ GUY WARE 0
ADDRESS: 1901 CHARLES BLVD, STE 1000 9 Y
' 284 -' 1^ r ; y 0111
% WASHINGTON, NC 27889 / 4 Ordinance recorded at Book 736, page 235. (Please note
W \ GREENVILLE. NC 27858 O Street (50' R/YV) thence along said right of way of West TRANSFORMER XFMIt_L
S lY CONTACT: MIKE WOODWARD C 11 that this ordinance is being reported because we do not TTEE
�;' Sv' IJy ; '"s % /a ;\ �i CONTACT CUSTOMER SERVICE REP. / �% know if the sub ct buildin was demollahed. Surve should Seventh Street 58128'0TE a distance of 207.70' to a y,' TELEPHONE PEDESTAL ❑ y, /!� / PHONE * [phone] )e g y rebar found on the southwestern right of way line of West SPED
ST PHONE [phone]ie answer this question. (Tract 3) DOES NOT AFFECT g y MANHOLE
2v �' / J % PLANNED IMPROVEMENTS: NONE SUBJECT PROPERTY, NO UNSAFE BUILDING LOCATED ON Seventh Street thence leaving the right of way 52726'24'W a
�' ! % \� / /�� CLASSIFICATION: CITY DOES NOT INTERNET• CABLE At TELEPHONE TRACT 3 AND NO BUflDINC LOCATED ON THE NORTHERN distance of 117.35' to a 1/2' rebar, thence N63'22'07'W a SANITARY CLEAN OUT eCo
` �'� /Tqy' `\ /\ CLASSIFY ROADS AUTHORITY: SUDDENUNK COMMUNICATIONS / PORTION OF THIS TRACT. distance of 15.78' to a 1/2' rebar, thence N8234'05'W a CURB INLET O
' RIGHT OF WAY WIDTH: 50' 25' FROM CL ADDRESS: 910 HACKNEY AVE / distance of 42.27' to a 1' open to pipe; thence S7526'24'W FIRE HYDRANT
( ) WASHINGTON, NC 27899 ENCROACH PPP ' WATER METER 9
3 SPEED LIMIT: 35 MPH � a distance of 68.57' to a 1 open to pipe, said pipe lying in
�(Y % / CONTACT: CUSTOMER SERVICE REP. P PPP D P YJ 9
fi' �'�. �i � � SANITARY SEWER ENCROACHES ON NORTHWEST PROPERTY the right of wayof US Highway 17; thence N15'48'34'W a WATER VALVE v
` �4 `, �iySr % �� ROAD NAME: WEST SEVENTH STREET PHONE [phone] / `�d1 / O CORNER. distance 119.11 to a 1/29rebar, sold rebar being the POINT GAS VALVE ti
y 0 / /% AUTHORITY: CITY OF WASHINGTON /.,' 4'f a OF BEGINNING, containing 28,983 square feet or 0.665 of an GAS METER O
i ADDRESS 102 EAST SECOND STREET / O WATER MAIN ENCROACHES ON NORTHWEST PROPERTY acre. _
nw sr f VICINIT1f MAP % WAEIINGTON, NC 27889 s • `` / 2 CORNER. RIGHT OF WAY MONUMENT ■
CONTACT: MIKE WOODWARD RIGHT
PIN FOUND
/ 'O S,T %�<. N.T.S. PHONE [phone] / / , / / 3 OVERHEAD TELEPHONE LINE ENCROACHES ON NORTHWIEST All thha Ztract or parcel of land, lying and being In Washington
`�, / ¢� O PROPERTY CORNER. Township, City of Washington, Beaufort County, North Carolina (�' REBAR UNLESS NOTED)
PLANNED IMPROVEMENTS NONE / ¢ ¢ rya• and being more particularly described as follows: OPEN TOP PIPE OTP
CLASSIFICATION: CITY DOES NOT LINE TABLE '" / v�'� I ,1 O STORM SEWER ENCROACHES ON NORTHERN PROPERTY LINE POINT OF BEGINNING POB
LINE BEARING DISTANCE / WH.e•8 I HOUSE ON TRACT 2 IS OVER EASTERN PROPERTY LINE. coordinates of N: 661 396.21 US SurveyFeet E 2 publish76,010.09 COMBINED SCALE FACTOR CSF
ZONING INFORMATION CLASSIFY ROADS ,L +�•r' � 'O . COMMENCING from NCGS Monument 'USED' having RIGHT OF WAY WIDTH: 50' (25' FROM CL)
AUTHORITY: CITY OF WASHINGTON O SPEED LIMIT: 35 MPH L1 S 613520* E 29.55 4 d j �� iHy79 5 US Survey Feet both on NA083 (2001) Datum; thence NORTH CAROUNA GEODETIC SURVEY NCGS
PLANNING k DEVELOPMENT L2 N 832Y07� W 15.78' /yam k J %' 51W REBAR S8T42'27 E a distance of 1 604.9T to a 1 2 rebar found at WARE HEIGHT vAl
ADDRESS: 102 E SECOND ST. L3 N 6033'06 W 29.47 / y, /
WASHINGTON, NC 27889 ¢��d� ( '��'- ��' / `y0 �i��q� N/F the Intersection of the eastern right of way line of US Highway BUILDING HEIGHT SH
CONTACT: JOHN RODMAN RECORD LEGAL DESCRIPTION // ti �� �" `E r RAYVON T WHITLEY 17 (Carolina Avenue, 10V R/W) and the southern right of way CREPE MYRTLE
PHONE [phone] THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE 1G��a Tins of Pierce Street (50 R/W); thence along said right of way
IL4s v 1630 GRAND AVE, APT 2J of Pierce Street N71'06'47•E a distance of 50.88',to a yt• 0
COUNTY OF S FOLLOWAUFORT. STATE OF NORTH CAROLINA, AND IS �y `~ O `o-� line of Pierce Street and the southwesternesou right of way line of
ZONING: B-2 fir R-85 DESCRIBED As FOLLOWS: /��yQo-`•F' � ` Q• ryo� �\ v` x BRONX, NY 10453 rebar found at the Intersection of the southern right Y way CONCRETE
BUILDING SETBACKS DISTANCES eP ¢� tlwtr �H-21.9 PIN 01026192 West Seventh Street 50' R thence along said right of wa ASPHALT
Tract 1: /. :• 0 ( / 9Y
•P'¢ o,� � •.9' DB 1044, PG 941 of West Seventh Street S8128'07 E o distance of 207.70' to a GRAVEL.
FRONT 50� (US HWY 17) Being all of that .87 acre parcel as shown on that map / •. • �' 4 / e �� 5 !` / H rebar found on the southwestern right of way line of West
25 (PIERCE ST k W 7th ST) attached to Deed recorded at Book 1623, page 72 at -Book / o` _,�$ ,_ 1a6� _ _ g. '�,` r ZONED R-6S Seventh Street, said 1/2 rebar being the POINT OF BEGINNING;NO
SIDE 20' 1625. page 73. i y� 6 ,,, i� Q - RESIDENTIAL HOME thence continuing aloe said right of way S6135'20'E a - 1. THE TAX -PARCEL IDENTIFICA71OWNUMBERS FOR
/ a� p r, q S. r- 9 9 9 Y
BUFFER: 6 /' • / y�j �o- � TR1l'2 C+ ' r sv I distance of 29.55' to a 5/8' rebar found on the southweetem THE SUBJECT TRACTS ARE 01028293, 01024978 &
Tract 2: XFMR X 2' i, e f`a I zta74 N F right of way line of West Seventh Street; thence leading sold 01015980.
r S i278 2. THERE IS NO ASSIGNED STREET ADDRESS FOR THE
Being all of Lot F as shown on Plat recorded at Plot Book 2, / ' 4'� ¢, n¢ ��. i`• J �B•1 right of way 5hence N O' a distance of 736.93 to a 5/8'
/ .6 �� \ S robot found; thence N8053'OB'W a distance of 29.47' to a SUBJECT TRACT.
page 51, of the Beaufcrd [sic] County, North Carolina Registryr0� a i sty Qj / �61� AN N A W LI LLEY 3. THE AREA OF THIS PROPERTY WAS DETERMINED BY
/ .� e / T ----� �o-� ?g 214 N WHISPERING PINES RD Point; thence 52726'24'W O distance of 136.5T to a 1/2' THE COORDINATE' COMPUTATION METHOD.
Tract 3: Q'/ ¢4 w / / �_ O rebar, sold rebar being to POINT OF BEGINNING, containing 4, DISTANCES SHOWN HEREON ARE HORIZONTAL
'Q 4.035 square feet or 0.093 of an acre.
,g WASHINGTON NC 27889
GROUND DISTANCES UNLESS NOTED OTHERWISE
Being all of Lot B shown on the map knows [sic] as Exhibit A / P \ >t PIN 01015980 TRACT 3:
5. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN
attached hereto b ! \ t� •OLOCATE) IN REFERENCE TO A ONE CALL TICKET
ti / ¢ /j \ O _ / DB 971 PG 24 All that tract or parcel of land lying and being in Washington
/ f tax /` - - � ' Township, City of Washington. y NUMBERS C091530184 � C091530198, FROM THE
_ / xd47 xd48 �8• �) xP0• q�SO \jai / x1� ZONED R-6S and bang more particularity described follows: h Carolina NORTH CAROLINA ONE CALL CENTER,
i-800-632-4949.
1V G .�i / a , �J RESIDENTIAL HOME S. THIS SURVEY IS IN REFERENCE TO DEED BOW
V4� 8 Rf� �� ` 7, ': S>. � �� 9�. COMMENCING from NCGS Monument 'USED' having published
/ 4 'Q 1325, PG 72 DEED BOOK 967, PG 622 fit DEED
AREA; t39,7 8 SO. Ff �rT F coordinates of N: 661,398.21 US Survey Feet E: 2,576,010.09 BOOK 71, PG 24 BEAUFORT COUNTY REGISTER OF
r1e000 Z� �� '��% / ��'' F�r�� /- OR 0.912 OF AN ACR O/q� / ser4227 E atdstaancth e or i s0497' to aa1/2' rebar found at 7. Ttum; thence HE REFERENCE BEARING FOR THIS DRAWING IS
��� J \\ -- i', P:' the intersection of the eastern right of way fine of US Highway BASED UPON THE NORTH CAROLINA STATE PLANE
q jt / - - 1 - * rot �� �I 17 (Carolina Avenue, 100 R and the southern right of wa
�7 00 / b �` Rot �- - - ��` �r, C ,rJ Y COORDINATE SYSTEM NAD 83 / NSRS 2007.
CURB MIEr '.6� . `p f.,�G 4P xdAs dAsx - - xd9a \ a0Ix h \,�d90 �.tl•�"CJ�.�( ;�' line of Pierce Street (50 R/W) said 1/2' rebor, thence with 8. ELEVATIONS SHOWN ARE BASED ON THE NAND 88
TOT-7.43 y`0 ab - ,� �-'-- _ - mod ``--_ �i'` \ dd7 J�-�).-f�(�--' .�r�� � the eastern right of way of US Highway 17 S15'463.1'E a DATUM. ONE FOOT CONTOUR INTERVAL SHOWN.
BENCHMARKMv5 + � �� distance of 199.11 to a 1'apen top pipe, sold pipe being the 9• THIS PROPERTY IS LOCATED WITHIN THE LIMITS OF
TOP OF FIRE HYDRANT / �i, +v� POINT OF BEGINNING, thence leaving the right of way and with THE CITY OF WASHINGTON, NORTH CAROUNA
IRALT
¢ t 4 d a �, 'T {I p ;`R, C fit' { v `_ " , the property line of Tract 1 the fdlowin throe 3 coureea and 10. WATER LINES SHOWN HEREON ARE APPROXIMATELY
/ `: AREA t28.983 SQ. FT v y / ") 8 , . Z (� n' g ' o 3'-4' DEEP ACCORDING TO CITY OF WASHINGTON.
, . 66$ b L �, v� , i� �L� ( distances 1.) N7528 24'E a distance of 88.57 to a 1 open '
CURB INLET ¢' 1 OR 0.665 OF AN ACRE (' �� O I ,ti / b- !4 `c 1 top pipe, 2.) S 823405E a distance of 42.27' to a 1/2' rebar
TOP�821 i (, w �; , v.J S Cand 3.) S6322'07'E a distance of 15.78' to a 1/2' rebar, sold
\\ 119 a 1`(. to
THROAT-7.51• b,1 p. i .(��( / / 1 r , 1 I , , ..d /-,r
�V'�1�15 / xdJ4 xd4e xd3t zd3Q xddt 1' <' At55 r� xde0 9• xd44� :` �'r y t`�� ; J Y_: tabor lying in the northwestern property line of Trac: 2 and SURVEYOR'S CERTIFICATE
i x
, 7 � � n the southern most comer of Tract 1; thence with Tract
2 the followin two 2 courses and distances 1. S:.726'24'W I hereby certify to Fidelity National Title Insurance Company
. o • - -----..__ --. _...
1
N/F 7.90 a distance of19.19'(to a point and 2 S80'5306'Ea distance and- O'Reilly Automotive; Ina. that:-
L GRMALLE D & ANNA W LILLEY 5 rJ,;t "� of D )
� \ b` '�,' ,I � �� � � I ` � `` r' �-�; " �,""� + ,Jl. 1 29.47' to a 5/8' rebar, thence S74'15'27'W a dirtancs of Y
126.83' to a 1' open top pipe, said pipe lying i
NO PARKING P P N 9 n thn eastern 1. The plat of survey prepared by me entitled ALTA/AGSM
,r ¢ t• ] 214 N WHISPERING PINES RD ��
' �! /If' CURB INLET „�{v � 5�, f'1��„( .1� ;^ , ,;I�,��, ,L;,\,,, �' �+?;,rY..r,L`-"., � :right of way of US Highway 17, thence with the eaecem right Land TIUs Survey'' Is actually made upon the ground and
�. TOP-a4 WASHINGTON, NC 27889 �X,,{` f� \ -�' ;-'�r ;..�� .� )I - �, 'ti�.���" •��v�- •, ; of way of US Highway 17 N154428'W a distance of 83.46 to that it and the information, courses and distances shown
\ e.7 (' "/ THROAT-7.74 x i °3 t r , m\.L `{ ; a 1 en t pipe, .; PIN 01028293 �5//�,S h/ rt `� �; {,` jts: op op p . said pipe being the POINT OF BEGINNING, thereon are correct;
CURB INLET �� 4 / - !�!. // 1N)t�4.32 xd04 xd04 xd05 dtix xd4S x/,J-�d9x•J ''Jj~zdla ' ,�'o�lt xd01•�,`_ containing 8,710 square feet or 0.154 of an acre. 2. The title lines and Linea of actual possession are the
TOpJ.e,t3 / _ i b1'¢ f _ _1 __ DB 1325, PG 72 y� w t !,•:,•, y.,�� <>�`+=(i:1�' '1 ;>^'.,; -•�, =xi same;
THROAT 7.44 .� // i - / ---- ZONED B-2 •> 4"5 v Z� 3. The size, location and type of buildings and Improvements
INV­5.99 / �� It ) " i `" �' (.'Q; All those tracts or arcels of land, lying and beingin are as shown and all are within the bound Ines of the
4� ' �' / . -----' 2� + 5, `t{^ \ `� j } 01 �` { JSe Washington Township. City of Washington, BeauforCount property,
,VACANT o cp
----8" ;�� fn 001, i ), P, Y 9 f Prof Y
" �, ', ;; S v- W 00, yam': North Carolina and being man particularly described as follows: 4. There are no violations of zoning ordinances, restrictions
SSMH /' sy4 r �' / 'POST 5� �aTP {11 S c `? I it ` - . G( J ^
r / " �' v�J (? %• 7' ' 7 ,� i;. " J •'`^�J z ^4 'N ; or other rules and regulations with reference to the
RIM�ZBe ,4�• / �, �, ,����� r`+ )..:�; ,+ (, ?�) m.._� �? ;`ZLJ d N tpN COMMENCING from NCGS Monument USED having published location of sold buildings and Improvements•,
y� 7Y ( +C, ; 1„ 5. Thera are no di
NV(A�1.5e f/ • d � r• �s _ t r : ; n t0'N coordinates of N: 661.396.21 US Survey Feet E 2,576,010.09 screpancies, conflicts, shortages In area
INKS}3Oe ) YU%{ 1 y�' 1 ' l Yi>' h ? --- ----' r; 't 4^.. .SL , }-..r: 7i'� r ~t` C9 V I Z Y or bounds floe conflicts, easements, q
Q 1 . - ---- i`-I - : ?(i 5 r \> 1`, ,,,1, ti_ US Survey Feet both on NAD83 2001 Datum; thence boundary ate, enter encroachments,
r :%, ,i-x7.7I v z7. i' �T° c Z d O Q Y ( )
FLOOD NOTE n1vtC}1.3e 1C Zi,"� t. V7VxZd►� r � Q, xi7n x,;v/ i_J „( 7.74,,,, ? x7.¢f x7.7s x7.Ot x7..91 Teo _ , , , � Z Nam ; 587.42'2TE o distance of 1,604.9T to a 1 2 rebar found driveways, cemeteries, burial grounds or uses affecting
irJ'�{, �ZtQ`` `- =r "� •,r� �{:-�5 tr , t _ n ; < . zk ,;, C)) ,1 " ti' , ,-; ' O O the Intersection of the eastern right of way line of US Highwaythte Property appearing from a careful physical Inspection
SUBJECT PROPERTY IS LOCATED WITHIN FLOOD STAf11+0.F `' r�� .�- ,1 ,� c t ?7?f1 ,�1-1. h_ ?14,;t 4-, ,•:%rY.;l,., 1 , :^( v ' vl,,,c Z .O Y of
i-e. _+�,;, �,_,� �� , -%-,�� �- W Q the name, other than those shown and depicted
ZONE 'AE'; DEFINED AS AREAS WHERE THE BASE // a �� v - {;°_ !,- , -1 O 0 ^ W 17 (Carolina Avenue 100 R/N� and the southern right of way ep
'1( i%. %• Y �� J"' , .-% i 1 t �.''1 r. CL , • thereon;
wH�ts.B - �_ H t0 Z ; line of Pierce Street 50 R ,sold 1 2 rear being the POINT FLOOD ELEVATIONS DETERMINED. AS DETERMINED _ r- ��* I; �f�54� �",> ? r ,. t, ;` I: uD O Ot 0 fn ( �) / 9 6. All monuments shown actually exist. and the location,
AREA t6,710 SQ. FT. ( correctly
BY TE FEDERAL EMERGENCY MANAGEMENT Qyj n` {, � ` ✓ V f' •Y„-\ t ,1{ )J.'; r J`,iti5 Z Z N OF BECINNINf� thence atonq said right of way of Pierce Street of
AGENCY (FEMA), COMMUNITY PAN0. N0. N 3�' -{. _ �-Lt�; t y _, 3, <.,: t. OR 0.154 OF AN ACRE t 1, ,C N ., � - m ; N71'06'4TE a distance of 50.88' too 7. The Ind nce typefrom a e�als art ham;
( >C 7At J �. robot Pound at the
3720567600J, EFFECTIVE DATE MAY 15. 2003. I I R'7� 4 I y Rik YC J .:x�.' ,r1 I : i., �?)-Z S Intersection of the southern right of wa Iins of Pierce Street Intersecting street or road
0 �Y � r .r 'y if) 1 r _ vis as shown
- l .•� -� .c ,. Q In ��
THE BASE FLOOD ELEVATION IS 1a THE TOWN m Yt 1 G t , ,' } - - ; ., yl :, , ,� i, X e r ,,; Z �) .,. and the southwestern right of way line a of Seventh Street 8. This property has direct access to US Highway 17
I� ;(50' R/W), thence along said right of way of West Seventh
1 7 I u y 4,,�,. ,,s i` t1.Y• t 7�x (; t: Q 't, li D Y 9 Y
OF WASHINGTON DOES NOT HAVE A FREEBOARD *. x7, x7.7r x7.� \ x7.5J x7.J4 c `la''`�.r5" �? i; �',p � , - ����Qo y �' %�� IS : }J� � � 3�4 �-`+� (Carolina Avenue), Pierce Street and West Seventh Street,
,/ 7�)� C� ; Street S61.2807 E a distance of 207.70 to a T5 rebar found publicly dedicated streets.
��0 - - � � I �V < .. J' -4 /.� '- t M�" l"t� � � � , , l�� 1, ♦ `"�'! itiJ1� ,_ r J � �-x��'� i, Y
ELEVATION. W '' ^^ 4 a ~ �; t �? r�f�,� o 1 , ., v .:,J 1 on the eouthwaatem right of Ira line
Z. _ _ICJ I. ,b' - F ��, ,� i \'. Y\.." N ^V,. "1�
;, ^. = LN „ -u_ J' r 7. _rt: �:�9. All utility service* required for the operation of the
Freeboard: A factor of cafe tc x7.7J u h o r C;< , .,,. , --
_ ,, f -t � „� ,�U„! - i.. iN ,..fy s of West Seventh Street;
r;>°-�� .- \. >., p ', v� 7.Or thence continuing long said right of way 58135'20'E a ert either enter the ro art throw
safety usually expressed O �. p `,� .. I <`Z, ^>' .. J ,� L. ^ , tJ ,,� ,.
In feet above a flood level for flood 25:88 iJ�To ` _ r iZ_;=: h ,� y uv:>r ?, ly ?,,. t l: l t. Er ,. G ?U �, Drop Y P t Y 9h entry
adjoining publie-
u of N
purposes :C ` I 3 ba2 �ii ��;-<, V,�j ���, �, h .J-. , ; �>>. ^i ", ± ��;�� Z^r`�.n;��,� � ;v+ (; :� - � �`Jn;�' :-,( distance of 29.SS' to a 5/8' robot found on the southwestern streets or the survey shows the point of entry and
plain management. Freeboard tends to �p 1 O��
I C d� yr<j>>%t. „_� ,ar ;, ,�,_�.r�j;�)�..- � right of way line of West Seventh Street; thence leafing said location of any utilities that pose through or are on
compensate for the many unknown factors that E- 14 POB yao ' . J ` v -. r )r(.`,, 'r ` �) (I " . ,Jv( y� (J;� l . I right of way S2728'52'W a distance of 136.93' to a 5 8' adjoining
could contribute to flood heights greater than I>c7.Qa TRA fL7.ler O O J ;5' uc- n", i math TU, t U t7 , " 2 >I N^ t "' �'r r { �.,� `t� , . , , 9 Y / 9 Private land;
s `n, v� ,r,Y) „' t -' w?'� r' fit,/�, rebar found; thence S74'1527'W a distance of 128.1i3' to a 1 10. The parcels described hereon [fee within flood hazard
the height calculated for a selected the flood �{{;% , ;:/ v �J { \{'t'jy L r' f(, i, y
COMBINED 1 ��^J �ti, _ _ u` � �, rr�l, �,_ G ,� � ,,, � 1 t,_ p� � " � open top pips found on the eastern right of way line of US areas (tone AE') according to the maps of the Federal
and floodway conditions, such as wave action, / O PERPETUAL EASEUDIT 7 g t , ". % POB r, ( r' v I h y Z._ tt� Emergency
STOP TRACT..: �f - - XZll1 - - Y710- _ . V , •.Y7.,. yC +� Y �` {let �' jr�7ar �� , d:�, �' t t Highway 17 Carolina Avenue; thence along said right of way erg cy Management Agency and the Department of
debris blockage, bride enin s, and the -FOR HIGHWAY PURPOSES 6 B1`JFFER- ' _ 2 �J�, -fir; 1_ •,. xd9o. �( C� 9 Y ( ) 9 9 Y
9 9 oP 9 rr``ll r, : e - „ ry ) ) )` x L G� `; N15.44'28'W a distance 63.48' to a 1' open t I found on Housing and Urban Development; and
hydrological effects of urbanization of the "�1 > (DB 735. PG 403) N1504WU-W 199.11' (TOTAL)
4_C ` t •_ h J f top Pipe
t ST1 (T ) �tJ; y i - N15 44'28°W 83.48 {� .. `,F \?t t�{' d74 the eastern 11. This is to certify that this map or plat and the survey
watershed. - ) _ ill x i'STA !t
y- :\ right of way Iins of US Highway 17 (Carolina __ ,..- _--- - •------,--- ... . y
Noes MONUMENT 'USED' N 16'40'37' W 2 639.24' NCGS MONUMEPff 0WDW SSMH-/ �
' N 668,Be7.95 US SURVEY FEET l RIM-6.ee
N: Z576.6.21 US SURVEY FEET M5 US SURVEY FEET N� A} see ZONED B-2
E SnOtao9 us SURVEY FEET (CSF 0.99998081) NAD E ZS� (�.7e7.3) INvperoso
NAD a3 (20Dt) GROUND DISTANCE
POINT OF
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GRAPHIC SCALE IN FEET
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SCALE:
HORIZONTAL- 1'=20'
VERTICAL: N/A d
a
DATE: 06-15-2009
DRAWING it NC017.09.D
PROJ. #: 4539-159-N1
DSGN: N/A
DRWN: CBW, JWS
CHM JWS a
APVD: JMS
RLS No: L-3840
II
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SHEET I OF 1
WNG REV. 7.23.09.131NG/20 PLOT DATE 07/24/2009 BY: John Story