20180992 Ver 1_Plans Additional Sheets for the USACE (1 of 2)_20180730

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BETTY CARROLL PROPERTIES, LLC
PIN:0687132721
DB: 009462
PG: 00319
ACREAGE: 17.01
CARROLL, CONNIE MACK
CARROLL, SHARON GAIL /
PIN:0687132256 / Q
DB:004165 M
PG: 00347/
ACREAGE: 0.87 /
P
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IC
IN - 47
CARROLL, CONNIE MASK IN 5,
CARROLL, SHARON GAIL
PIN: 0687132256 \ INV -344.9 a
DB: 004165
PG: 00347 I v 71
ACREAGE: 0.87 ��4 J /
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JURISDICTIONAL STREAM
CUTTER, CHRISTINE MARIE I
JI III
PIN: 0687028035
DB: 016528
PG: 00518 FLOOD SOILS
ACREAGE: 2.59 BOUNDARY
(APPROX PER WAKE
COUNTY GIS)
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GURKIN, ABBEY
GURKIN, JAMES
PIN:0687138954
DB: 014878
PG: 00534
ACREAGE: 2.3?
GURKIN VENTURES, LLC\ Rrd
PIN:0687136854 v .17
DB: 016113 /
PG: 01494 e
ACREAGE: 1.00 o e
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50' RIPARIAN BU FER - -
-� 3.8' k
xub
\ EXISTfNG
\ HERITAGE TREES
TO REMAIN
GURKIN, JOE B JR
PIN:0687117838
DB: 009000
PG: 01853
ACREAGE: 27.65
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FISH, MARTHA R
PIN:0687239886
DB: 009842
PG: 01182
ACREAGE: 20.97
li I I I
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GENERAL NOTES:
1. THIS PLAN IS NOT INTENDED FOR PLATTING OR RECORDATION.
2. THE INTENT OF THIS PLAN IS TO ILLUSTRATE THE EXISTING FEATURES, STRUCTURES AND
TOPOGRAPHY OF THE PROPERTY. THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED
AND DEVELOPED BY OTHERS. CURRY ENGINEERING DOES NOT GUARANTEE THE ACCURACY
OF THE INFORMATION, THUS IT HAS NOT BEEN SEALED. THE BOUNDARY & ENVIRONMENTAL
INFORMATION SHOWN REPRESENTS GIS INFORMATION.
3. TOPOGRAPHY SHOWN ON THIS PLAN IS PER WAKE COUNTY GIS.
4. EXISTING WATER & SEWER LINES SHOWN ON THIS PLAN TAKE FROM FUQUAY-VARINA GIS.
5. THE ENGINEER UNDERSTANDS THE SURVEY INFORMATION PROVIDED TO MEET THE
FOLLOWING CRITERIA:
• THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
• NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE OF
THIS SURVEY.
• THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON THIS
SITE.
• HORIZONTAL DATUM = NAD83, VERTICAL DATUM = NAVD88
4. WETLANDS & BUFFERS SHOWN ON PLAN BASED ON PRELIMINARY RIPARIAN AND WETLAND
INVESTIGATION CONDUCTED BY SAGE ENVIRONMENTAL ON DECEMBER 28, 2016.
DELINEATIONS HAVE NOT BEEN PPROVED BY NCDENR OR USACE.
5. FLOOD HAZARD SOILS SHOWN PER PRELIMINARY SOILS INVESTIGATION.
�-
�SOILS LEGEND
0
4' k EXISTING WETLAND
F 0'R ANBJF /
e
` 0' RIPARIAN BUFFER
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EXISTING WETLAND P % El
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50' RIPARIAN BUFFER
JAMEM8-WILLIAM FISH
IRREVOCABLE TRUST
75 / PtN 068_7425609
/ DB: 01 47
/ --]:"G:01�71
/ ACREAGE: 82.25
- - 385 �
N = 672126.16
\ \ \ \ \ ( E = 2082602.94
LEGEND:
AREAS CONTAIN SOILS WITH 30 INCHES OR MORE OF PROVISIONALLY
EXISTING IRON PIPE
USEABLE MATERIAL AND HAVE POTENTIAL FOR CONVENTIONAL OR
J
MODIFIED CONVENTIONAL SEPTIC SYSTEMS. THERE WILL BE
S00° 20' 16.95"W
INCLUSIONS OF SOILS IN THESE AREAS THAT MAY ONLY BE SUITABLE
EXISTING CONCRETE MONUMENT
FOR LPP SEPTIC SYSTEMS.
❑
AREAS CONTAIN SOILS WITH 24 TO 29 INCHES OR MORE OF
SO 0 22' 36.93"W
PROVISIONALLY USEABLE MATERIAL AND HAVE POTENTIAL LPP OR
COMPUTED POINT ONLY
ULTRA -SHALLOW CONVENTIONAL SEPTIC SYSTEMS. THESE AREAS
L5
WILL CONTAIN SMALL AREAS OF SOILS WITH GREATER THAN 30
N04° 38'07.94"W
INCHES OF SUITABLE SOIL MATERIAL THAT CAN BE USED FOR
SANITARY SEWER MANHOLE
CONVENTIONAL SEPTIC SYSTEMS.
UN
UNSUITABLE AREAS FOR CONVENTIONAL OR LPP SEPTIC SYSTEMS.
` 0' RIPARIAN BUFFER
(�"
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F
___� p ____ p
EXISTING WETLAND P % El
I
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Z -r
50' RIPARIAN BUFFER
JAMEM8-WILLIAM FISH
IRREVOCABLE TRUST
75 / PtN 068_7425609
/ DB: 01 47
/ --]:"G:01�71
/ ACREAGE: 82.25
- - 385 �
N = 672126.16
\ \ \ \ \ ( E = 2082602.94
LEGEND:
Line Table
40
EXISTING IRON PIPE
Direction
J
IRON STAKE SET
S00° 20' 16.95"W
®
EXISTING CONCRETE MONUMENT
S800 40' 06.01 "E
❑
CONCRETE MONUMENT SET
SO 0 22' 36.93"W
X
COMPUTED POINT ONLY
N88° 31'20.94"W
L5
40 D NAIL
N04° 38'07.94"W
0
SANITARY SEWER MANHOLE
N040 38'07.94"W
❑
TRANSFORMER
N19° 24' 57.72"E
WM O
WATER METER
N180 00'21.12"E
TB El
TELEPHONE PEDISTAL
N17° 39' 56.50"E
L10
HVAC UNIT
N17° 45' 14.07E
®
YARD INLET
N18° 28' 32.35"E
A
SATELLITE DISH
N190 51'15.34"E
EIS
EXISTING IRON STAKE
N21' 39'54.65"E
ECS
EXISTING COTTON SPIKE
- -
- -
PROPERTY BOUNDARY
N24° 50'34.47"E
L16
RIGHT OF WAY
------------
L17
EASEMENT
N280 30'22.15"E
L18
BUILDING SETBACK
N31' 26'22.53"E
L19
CHAINLINK FENCE
N33° 40'01.64"E
L20
500 YR FLOOD PLAIN
FLD
100 YR FLOOD PLAIN
FW
FLOODWAY
- - -
- -
FLOOD HAZARD SOILS BOUNDARY
100 YR FLOOD PLAIN PER FLOOD STUDY
J
RIPARIAN BUFFER
STREAM CENTER
WTLD
WTLD
WETLANDS
HERITAGE TREE BUFFER
WOODS LINE
ss,
SANITARY SEWER
WATER
Gx
GAS
Line Table
Line #
Length
Direction
L1
299.333
S00° 20' 16.95"W
L2
444.868
S800 40' 06.01 "E
L3
1470.934
SO 0 22' 36.93"W
L4
1509.188
N88° 31'20.94"W
L5
185.340
N04° 38'07.94"W
L6
78.741
N040 38'07.94"W
L7
7.846
N19° 24' 57.72"E
L8
55.356
N180 00'21.12"E
L9
153.136
N17° 39' 56.50"E
L10
129.172
N17° 45' 14.07E
L11
94.495
N18° 28' 32.35"E
L12
55.875
N190 51'15.34"E
L13
54.224
N21' 39'54.65"E
L14
81.592
N230 43'42.29"E
L15
138.594
N24° 50'34.47"E
L16
56.663
N26° 07' 26.71"E
L17
55.796
N280 30'22.15"E
L18
58.097
N31' 26'22.53"E
L19
54.467
N33° 40'01.64"E
L20
55.408
N350 22' 11.16"E
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
Line Table
Line #
Length
Direction
L21
56.580
N36° 12' 19.70"E
L22
53.261
N360 58'39.27"E
L23
54.772
N370 25'36.44"E
L24
54.043
N39° 41'45.04"E
L25
57.317
N440 01'43.72"E
L26
56.403
N48° 53'39.80"E
L27
58.268
N52° 45' 32.61 "E
L28
59.495
N550 06'28.60"E
L29
54.716
N56° 01'57.26"E
L30
58.431
N56° 12'48.83"E
L31
56.899
N570 01'42.04"E
L32
57.887
N57° 56' 11.94"E
L33
54.951
N580 26'39.79"E
L34
56.490
N580 32'03.26"E
L35
142.585
N58° 45' 10.42"E
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C-02

FRIGHT
ER MAILBOX UNIT WITH
EPAD. CONCRETE PAD
END 12" BEYOND UNIT
F WAY
-LINEAR WHEEL CHAIR RAMP WITH 6" HEADER CURB
ACCESSIBLE PARKING SIGN (R7-8) - STANDARD
12"x18 WITH HIGH INTENSITY SHEETING
TACTILE WARNING MAT 15 -MINUTE LIMIT SIGN (R7 -21A) -
STANDARD 12"x18 WITH HIGH
INTENSITY SHEETING
5' SIDEWALK, TYP.
i
i L 9 30" SPILL CURB & GUTTER
L
R25' 20' - �- 20' - �- 20'"
15 -MINUTE LIMIT SIGN (R7 -21A) - STANDARD
12"x18 WITH HIGH INTENSITY SHEETING DIAGONAL STRIPING, TYP
ENLARGED VIEW
CLUSTER MAILBOX UNIT
SCALE: 1"=20'
INSTALL NEW 30" CURB AND GUTTER WITH
WIDENED SECTION (SEE SHEET C-09 FOR
TYPICAL ROADWAY SECTION)
PROPERTY BOUNDARY-
CARROLL, CONNIE MACK
CARROLL, SHARON GAIL
PIN:0687132256
DB: 004165
PG: 00347
AC'RFAC;F- 0 R7 �
EXISTING EOP
LQ:A
4
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0
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8' PUBLIC UTILITY EASEMENT /
20' TYPE'C' LANDSCAPE BUFFER /
CARROLL, CONNIE MASK
CARROLL, SHARON GAIL/ 2E
PIN:0687132256
D13:004165
PG: 00347 \
ACREAGE: 0.87 _
GURKIN, ABBEY ,�
GURKIN, JAMES
PIN:0687138954
D13:014878 20' PUBLIC STORM DRAIN
PG: 00534 /i EASEMENT FISH, MARTHA R
ACREAGE: 2.33 I PIN:0687239886
DB: 009842
/ 20' PUBLIC UTILITY EASEMENT PG: 01182
URKIN VENTURES, LLC 20' TYPE'C' LANDSCAPE BUFFER / ' ACREAGE: 20.97
PIN:0687136854 MAx.IMP.=
DB: 016113 �i � / /5,000 SF
PG: 01494 � � / / / LOT
ACREAGE: 1.00 i LOT /
\ 31,48H T. / 360 554 84 SC.
QFT.
0.72 AC.
\ \ 20' PRIVATE STORM �� PROPERTY BOUNDARY
<11 LOT \ DRAIN EASEMENT _ 7 -
MAX. IMP.=
-
MAX.IMP.= 7
/ \ \ 22,519 SQFT. � 5,000 SF / LOT
\ 0.52 AC.
/ \ \ MAX.IMP.=
LOT \ \ 5,000 SF X 28,146 SQFT.
O
MAX. IMP.= 0.65 AC.
5,000
\ 24,540 SQFT.
0.56 AC.
\ \ MAX. I
LOT MP.= - - - -
A 5,000 SF MAX. IMP.=
4 \ 5,000 SF LOT
`\ \ I
� 24,889 SQFT. 50' NEUSE RIVER
\ \ 0.57 AC. 10
23,622 SQFT.
MAX. IMP.= / \ 54 AC. 2 RIPARIAN BUFFER
5,000 SF LOT \
LOT 11 50' NEUSE RIVER _
0/ X27,362 SQFT. RIPARIAN BUFFER
MAX. IMP.= / 0.63 AC. MAX. IMP.=
4,340 SQFT. 5,000 SF 0 � 5,000 SF \
0.56 AC.
LOT
IN, 12
V A '��842 SQFT.
0.64,A C. MAX. IMP.=
AX. IMP.= -_ 5,000 SF
5,000 SF LOT 20' PUBLIC UTILITY EASEMENT WITH I
13 v 10' TEMP. CONSTRUCTION EASEMENT
34,437 SQFT.
/ X0`9 AC. MAX. IMP =1
5,000 SF
LOT-'-,
\/AOIAD CIA/IfITLJ Ill 101 It's (_147)
1
CUTTER, CHRISTINE MARIE STUB STREET
PIN:0687028035 \ \
DB: 016528 \
PG: 00518 \
ACREAGE: 2.59
GURKIN, JOE B JR
PIN:0687117838
D13:009000
PG: 01853
ACREAGE: 27.65
PROPERTY BOUNDARY
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE PER TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT OTHERWISE NOTED.
3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4. ALL CURB RADII ARE 35' UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE
WORKING IN THESE AREAS.
6. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL
BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR.
7. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY
AND ADJOINING PROPERTY PROTECTED FROM DAMAGE
8. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A
WEEK DURING CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL
STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR
DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN
ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
10. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO
DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER.
11. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD/REPAIR CONDITIONS
WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
13. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS SHOWN ON PLANS.
14. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO
PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER
THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.
15. COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS ASSOCIATION.
16. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE TOWN OF FUQUQY-VARINA FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION.
17. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. EASEMENTS
BASED OF CENTER OF UTILITY OR PIPE SHALL BE PER AS -BUILT LOCATIONS.
18. RIPARIAN BUFFER: ALL AREAS DELINEATED AS RIPARIAN BUFFER SHALL BE MAINTAINED AND REMAIN IN ITS NATURAL STATE IN
PERPETUITY BASED ON STATE AND LOCAL REGULATIONS THAT ARE IN FORCE THAT MAY BE AMENDED FROM TIME TO TIME. THE
OWNER(S), HEIRS, SUCCESSOR, ADMINISTRATOR, EXECUTOR AND ANY AND ALL ASSIGNEES WITH PROPERTY IMPACTED BY THE
RIPARIAN BUFFER MAY NOT DISTURB SUCH BUFFER AND SHALL PROTECT AND PRESERVE SAID AREA(S) ACCORDING TO EXISTING
REGULATIONS BY THE TOWN AND/OR STATE OF NORTH CAROLINA
19. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY (*) ON THE SUBDIVISION PLAT, THE BUILDER SHALL OBTAIN A FLOOD
HAZARD PERMIT FROM THE TOWN OF FUQUAY-VARINA. TOWN ENGINEER, ARCHITECT OR SURVEYOR SHALL CERTIFY THAT ALL
FLOOD HAZARD SOILS ARE IDENTIFIED ON THE PLOT PLAN AND NO STRUCTURE IS WITHIN FLOOD HAZARD SOILS. NO REFILLING OR
THE ERECTION OF PERMANENT STRUCTURES IS PERMITTED IN AREAS OF FLOOD HAZARD SOILS (PER WAKE COUNTY SOILS MAPS
OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ZONES) UNTIL A FLOOD STUDY IS COMPLETED AND APPROVED BY THE
TOWN OF FUQUAY-VARINA OR FEMA (IF APPLICABLE).
3' 6'
SHLDR SF
4:1,
TEMPORARY TURN -AROUND
STUB STREET
3'
UTILITY
EASEMENT
8'
� � SWALE
i
3.1
5'
iOULDER
1"IFT
�7
18"
I�
�I 1.25'
TIE TO EXISTING
PROPOSED ROW = 100'
75' EOP-EOP
SLOPES1" SF9.5A
VARIES f 1.5" S9.513
50' PUBLIC RIGHT OF WAY
24' PAVEMENT
12' LANE I 12' LANE
D.
1" SF9.5A
1.5" S9.5B
2% 2%
SITE /NFORMA TION
STREET LIGHT
MINIMUM BUILDING SETBACKS
SIGN
(CONVENTIONAL R-20 SUBDIVISION):
WHEELCHAIR RAMP
FRONT YARD:
35'
SIDE YARD:
15'
REAR YARD:
30'
CORNER YARD:
25'
RIGHT OF WAY & OTHER AREAS:
SETBACK LINE
NATURAL WETLANDS:
0.92 AC
STREAM BUFFER:
8.42 AC
LOT ACREAGE:
STANDARD CURB & GUTTER
TOTAL NUMBER PROPOSED LOTS:
48
MAXIMUM ALLOWED DENSITY:
2 DU/AC
PROPOSED DENSITY:
0.99 DU/AC
MINIMUM ALLOWED LOT SIZE:
20,000 SF
MINIMUM PROPOSED LOT SIZE:
20,175 SF
MAXIMUM PROPOSED LOT SIZE:
77,827 SF
AVERAGE PROPOSED LOT SIZE:
28,261 SF
MINIMUM ALLOWED LOT WIDTH:
90 FT
LEGEND:
8' PUBLIC SW
& UTILITY
EASEMENT
5' 8' 5'
JLDER , SWALE SIDEWALK,
1 /aT
_2%
18" 2S/7
CABC BASE 1.25'
� COMPACTED
SUBGRADE
RESIDENTIAL COLLECTOR
2 TYPICAL STREET SECTION
�O4SCALE: NTS
6' 6' 3'
SHLDR
COMPACTED 8" CABC
SUBGRADE
CUL-DE-SAC
/ \ TYPICAL STREET SECTION
C_04 SCALE: NTS
4:1
DRAINAGE SWALE
3"1
3.
TIE TO EXISTING
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
CORNERLOT STANDARD LOT
CONVENTIONAL SUBDIVISION
4 TYPICAL BUILDING SETBACKS
�O4SCALE: NTS
SCALE: 1 IN = 100 FT
100' 50' 0 100' 200'
SCALE IN FEET
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LOTS WITH FLOOD HAZARD
J
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SOILS
8' PUBLIC SW
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EASEMENT
5' 8' 5'
JLDER , SWALE SIDEWALK,
1 /aT
_2%
18" 2S/7
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� COMPACTED
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RESIDENTIAL COLLECTOR
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�O4SCALE: NTS
6' 6' 3'
SHLDR
COMPACTED 8" CABC
SUBGRADE
CUL-DE-SAC
/ \ TYPICAL STREET SECTION
C_04 SCALE: NTS
4:1
DRAINAGE SWALE
3"1
3.
TIE TO EXISTING
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
CORNERLOT STANDARD LOT
CONVENTIONAL SUBDIVISION
4 TYPICAL BUILDING SETBACKS
�O4SCALE: NTS
SCALE: 1 IN = 100 FT
100' 50' 0 100' 200'
SCALE IN FEET
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SEAL
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8' PUBLIC UTILITY EASEMENT
41+00
101.5' - -
R50'BOC
10'x70' SIGHT \
DISTANCE TRIANGLE
II
20' PUBLIC STORM DRAIN I
EASEMENT
I I
20' TYPE'C' LANDSCAPE BUFFER
I I I LOT
41
II CD N II
25,237
AC.
I I
I I I I
I
II I
I i
I I I
I I
L- _ - - - - - - - -
I
R35' EOP -\
85.5'
85.5'
18+00
C3
17+00
75.4' ;
62.8'
R35' EOP \�-
VARIABLE WIDTH PUBLIC -- WCF
-- -- - STORM DRAIN EASEMENT
I
I
O
0
ICD 1
1 O
O
- +
LINE TABLE
NAME
ROADWAY
LENGTH
DIRECTION
BEGIN
STATION
END
STATION
L1
MEADOW FORD WAY
441.71'
S63026'06"E
10+00.00
14+41.71
L2
MEADOW FORD WAY
625.87'
S1025'52"W
16+68.14
22+94.01
CURVE TABLE
NAME
ROADWAY
RADIUS
ARC
LENGTH
CHORD
LENGTH
TANGENT
LENGTH
MIDDLE
ORDINATE
EXTERNAL
DISTANCE
CHORD
DIRECTION
BEGIN
STATION
END
STATION
C2
BECKEL ROAD
1000.00'
411.65'
408.75'
208.78'
21.11
21.56'
S42053'46"W
10+56.26
14+67.91
C3
BECKEL ROAD
1000.00'
190.82'
190.53'
95.70'
4.55
4.57'
S25038'12"W
15+90.54
17+81.35
C4
BECKEL ROAD
200.00'
379.57'
325.12'
279.04'
83.49
143.32'
S3401 1'57"E
20+44.33
24+23.91
CURVE TABLE
NAME
ROADWAY
LENGTH
ARC
CHORD
TANGENT
MIDDLE
EXTERNAL
CHORD
BEGIN
END
NAME
ROADWAY
RADIUS
122.62'
S31006'12"W
14+67.91
15+90.54
L5
BECKEL ROAD
262.98'
S20010'13"W
17+81.35
20+44.33
L6
LENGTH
LENGTH
LENGTH
ORDINATE
DISTANCE
DIRECTION
STATION
STATION
Cl
MEADOW FORD WAY
200.00'
226.43'
214.53'
127.09'
31.20
36.96'
S31 °00'07"E
14+41.71
16+68.14
43+00
44+pp
EXISTING EOP
PROPOSED EOP
PROPOSED ROW -
LINE TABLE
NAME
ROADWAY
LENGTH
DIRECTION
BEGIN
STATION
END
STATION
L3
BECKEL ROAD
56.26'
S56°06'56"W
10+00.00
10+56.26
L4
BECKEL ROAD
122.62'
S31006'12"W
14+67.91
15+90.54
L5
BECKEL ROAD
262.98'
S20010'13"W
17+81.35
20+44.33
L6
BECKEL ROAD
1000.11'
S88034'08"E
24+23.91
34+24.02
K FLOOD STUDY NOTE:
EN N E B
45+00 ANY DEVELOPMENT WITHIN THE WAKE COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A
6o'P E C R FLOOD STUDY TO BE CONDUCTED BY A LICENSED PROFESSIONAL ENGINEER AND APPROVED
94.5'
- - - - UBL1cRow O A BY THE TOWN OF FUQUAY VARINA PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS.
• °
- \ �46+00
�. 10'x70' SIGHT DISTANCE TRIANGLE 60'1'
53.1'
R50' BOC - -
47+0p
133.6'
20' PRIVATE STORM
DRAIN EASEMENT I I i I _ 37.6,
-
(
--
30" STANDARD C&G I I I I 20' TYPE'C'_ 4X00
1p1
LANDSCAPE BUFFER / ` \ .8
LOT I I / / 30" STANDARD C&G
I I \
24,89,898�SOFT. I N I LOT I I /l /l ! \ \ ��3�, 40"00
0.57 AC.
23,015 SOFT. I LOT /
24' EP/EP I I 0.53 AC. I
50' ROW I I I I I 24,34,34OT.
T0.56 AC. /
30" STANDARD CURB & GUTTER, TY P. I I I I / N / LOT
®
L-
- I I
24,889 SOFT.
- - --- - - I / / 0.57 AC.
R35 EOP I
WCR I I L LOT
5
_ I
15.3' 76.8' \ J / / 24,54\T.
45.9' - 0.56 AC.
67.2 24' EP/EP
- I
L4 50' ROW �o��
16+00 - BECK�L / / / / LOT /
108 ,
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE PER TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT OTHERWISE NOTED.
3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4. ALL CURB RADII ARE 35' UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE
WORKING IN THESE AREAS.
6. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL
BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR.
7. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY
AND ADJOINING PROPERTY PROTECTED FROM DAMAGE
8. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A
WEEK DURING CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL
STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR
DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN
ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
10. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH
DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO
DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER.
11. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD/REPAIR CONDITIONS
WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
13. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS SHOWN ON PLANS.
14. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO
PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER
THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.
15. COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS ASSOCIATION.
16. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE TOWN OF FUQUQY-VARINA FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION.
17. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. EASEMENTS BASED
OF CENTER OF UTILITY OR PIPE SHALL BE PER AS -BUILT LOCATIONS.
18. RIPARIAN BUFFER: ALL AREAS DELINEATED AS RIPARIAN BUFFER SHALL BE MAINTAINED AND REMAIN IN ITS NATURAL STATE IN
PERPETUITY BASED ON STATE AND LOCAL REGULATIONS THAT ARE IN FORCE THAT MAY BE AMENDED FROM TIME TO TIME. THE
OWNER(S), HEIRS, SUCCESSOR, ADMINISTRATOR, EXECUTOR AND ANY AND ALL ASSIGNEES WITH PROPERTY IMPACTED BY THE
RIPARIAN BUFFER MAY NOT DISTURB SUCH BUFFER AND SHALL PROTECT AND PRESERVE SAID AREA(S) ACCORDING TO EXISTING
REGULATIONS BY THE TOWN AND/OR STATE OF NORTH CAROLINA
19. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY (*) ON THE SUBDIVISION PLAT, THE BUILDER SHALL OBTAIN A FLOOD
HAZARD PERMIT FROM THE TOWN OF FUQUAY-VARINA. TOWN ENGINEER, ARCHITECT OR SURVEYOR SHALL CERTIFY THAT ALL
FLOOD HAZARD SOILS ARE IDENTIFIED ON THE PLOT PLAN AND NO STRUCTURE IS WITHIN FLOOD HAZARD SOILS. NO REFILLING OR
THE ERECTION OF PERMANENT STRUCTURES IS PERMITTED IN AREAS OF FLOOD HAZARD SOILS (PER WAKE COUNTY SOILS MAPS
OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ZONES) UNTIL A FLOOD STUDY IS COMPLETED AND APPROVED BY THE
TOWN OF FUQUAY-VARINA OR FEMA (IF APPLICABLE).
R D
15+00 50' PUBLIC ROW
8.0'/ ` / / / 22,519 SOFT. \
122.6' 14+00 / / 0.52 AC.
9 101� / / / / / \ x
5, / / `S2
R35' EOP _ _ 0.4' 13+1 \ C2 \ \ / h / / \ \ 0 0
VARIABLE WIDTH PUBLIC \ 00 / / �� / \
WCR STORM DRAIN EASEMENT
- - - - - - - 5' SIDEWALK, TYP. 101 y,
LOT \
Q I I---___- I \ o 2+00 \ ���/ < 31,484 SOFT. \
(� o I I I 8 SIDEWALK &UTILITY \T \ 940 \ / 0.72 AC. \
LOT I I I 1 EASEMENT
42 Ia I I I may• \ 38y
25,157 SOFT. LOT I I \ 56.1'
0.58 AC. M Q I I I I I 71x0
i0 I 15 I • o
d 31,1s\T. I Im I I I I I \\ 947 R1441'
Wo 0.72 AC. 1 I I I \
II
R1428'
20' PRIVATE STORM I I I I I I I I I I \ WCR \ W 701100
DRAIN EASEMENT
146.0'
- I
II I
I 1 1 I I I \
-- � 166.9,I I I I I I I I �
LOT I� I LOT I I I I I I R37.5'
LOT I LOT I
I
0 I
\ 20' TYPE'C' LANDSCAPE BUFFER
LEGEND:
-\
-- 325
_ -- ss, 0
\ /
20 PUBLIC STORM DRAIN \
20' PUBLIC UTILITY EASEMENTS EASEMENT /\
5' TAPER TO FLUSH
I �
\ 20' PRIVATE STORM DRAIN EASEMENT LOT
\ \ / 36,554 SOFT.
\ 0.84 AC.
/ / I 34,602 SOFT.I M I 13 I o 1 \
0.79 AC. I I I 34,437 SOFT.
20,175 SOFT. / 1 I 0.79 AC. 1 27,842 SOFT.1 I V A \
0.46 AC. / I 1 I I 0.64 AC. I I I LOT
--- \
N
5' SIDEWALK, TYP. I I I I 1 I I 1 27,362
/ \ I 1 I 1 I 2 SOFT.
0.63 AC. I I A V A \\
V / LOT I I 1 I I I I I I I I Lo
20' PUBLIC UTILITY 2579 SSOFT I MI I I I I I 1 �� A
\ \ \ EASEMENT 0.59 AC. I I I I 1 I I I I I I I I \ LOT
28CD ,146 SOFT. �\
LOT \ \ 0.65 AC. \ N\
10\ / \�� I I I I I I I I I I I 10
23,622
54 ACC.
�--
�
��\�� \-------� L---- I I I 77.9'
k0� e\` �\\ \� ��` I I 50'NEUSERIVER I L \--- ----_
k I RIPARIAN BUFFER00
/ / \ �N �" ♦ �33.0' 74.5' 15.8'
N1 _
100.0,LOT � 67.2
�\ "00" m -A 67 0 100.3 59.1' R�
\ \ 31,298 SOFT. < \ 61�/
0.72 AC.aft�
to
0�
SCALE: 1 IN = 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
SEAL
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026970
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STREET LIGHT
�-
SIGN
WCR
WHEELCHAIR RAMP
CBU
CLUSTER MAILBOX UNIT
ROADWAY CENTER LINE
- -
LOT LINE
RIGHT OF WAY LINE
SETBACK LINE
EASEMENT LINE
VALLEY CURB & GUTTER
O
STANDARD CURB & GUTTER
SPILL CURB & GUTTER
*
LOTS WITH FLOOD HAZARD
SOILS
-\
-- 325
_ -- ss, 0
\ /
20 PUBLIC STORM DRAIN \
20' PUBLIC UTILITY EASEMENTS EASEMENT /\
5' TAPER TO FLUSH
I �
\ 20' PRIVATE STORM DRAIN EASEMENT LOT
\ \ / 36,554 SOFT.
\ 0.84 AC.
/ / I 34,602 SOFT.I M I 13 I o 1 \
0.79 AC. I I I 34,437 SOFT.
20,175 SOFT. / 1 I 0.79 AC. 1 27,842 SOFT.1 I V A \
0.46 AC. / I 1 I I 0.64 AC. I I I LOT
--- \
N
5' SIDEWALK, TYP. I I I I 1 I I 1 27,362
/ \ I 1 I 1 I 2 SOFT.
0.63 AC. I I A V A \\
V / LOT I I 1 I I I I I I I I Lo
20' PUBLIC UTILITY 2579 SSOFT I MI I I I I I 1 �� A
\ \ \ EASEMENT 0.59 AC. I I I I 1 I I I I I I I I \ LOT
28CD ,146 SOFT. �\
LOT \ \ 0.65 AC. \ N\
10\ / \�� I I I I I I I I I I I 10
23,622
54 ACC.
�--
�
��\�� \-------� L---- I I I 77.9'
k0� e\` �\\ \� ��` I I 50'NEUSERIVER I L \--- ----_
k I RIPARIAN BUFFER00
/ / \ �N �" ♦ �33.0' 74.5' 15.8'
N1 _
100.0,LOT � 67.2
�\ "00" m -A 67 0 100.3 59.1' R�
\ \ 31,298 SOFT. < \ 61�/
0.72 AC.aft�
to
0�
SCALE: 1 IN = 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
SEAL
O WN ..CoARoAAA°
5L L •
026970
NC I NES . y
AAs®,aeesesAase®'m it/f:�//�
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/ LOT
25,237 SOFT. V)
0.58 AC.
00
Q � / ? / 4WCR X
\ 00
9
Ox
�
2p\ / VARIABLE WIDTH PUBLIC \
/ 8' PUBLIC UTILITY EASEMENT \ \ / A� / STORM DRAIN EASEMENT
4('m�
0
4v / / �/ LOOT // o / / LOT
Z. / / / / 23,841 SQFT. / / / / 42
0.55 AC. / / / 25,157 SQFT.
0.58 AC.
4C%
50 ROW
o� LOT
0
20,175 SQFT. \
\ / \ \ \ \ / ��\\ \
/ 30 STANDARD C&G 0.46 AC. \ \ \ / / \ \ \ J /
LOT
23,978 SQFT.
0.55 AC. / 4j
L
LOT / /� / / ------------�
/ G /
EXISTING EOP/ / \ 2\ \ \ 25,742 SQFT. / / 164.9'
/ 68 0.59 AC. /
LANDSCAPE BUFFER
/
\ / I
20' PRIVATE STORM / LOT
LOT / N \ \ \ DRAIN EASEMENT 47
20,268
24,383 SQFT. / \ \ 2g \ / AC.
M / / 0.56 AC.
Loi
24' EP/EP �'QT0rcy A' X330, \ \ 16
qRT �''Y 25,799 SC
0.59 AC
---------------
203. V -
203.1' - - - -
_ � - to a
217.7'- - _ I / / r -- - - - - -- --- -\
LOT /
44
\ 28,690 SQFT. / / LOT I
o 0.66 AC. /
o / / / I I / / 45
/ LOT I I 1 / / / 22,857 SQFT.
0.52 AC. 37 I I 1 \ / / /
� / // 28,692 SQFT. \
0.66 AC.
20'PRIVATESTORM-
\ L ----------------J
DRAIN EASEMENT
- -- - - - - - 238.4' -- ------
-------
R212' EOP / / SEE DETAIL 1/C 04 FOR
I
8' SW & UTILITY JENLARGED VIEW
EASEMENT, TYP / LOT
5' SIDEWA K, TYP.( VARIABLE WIDTH PUBLIC 46
\ \ / STORM DRAIN EASEMENT 26,132 SQFT.
0.60 AC. - J
h / REAR SETBACK FOLLOWS 50' NRB \ \ \ 2 ess \
/ '4 \ \ \ 3X00
/ 50' NEUSE RIVER
RIPARIAN BUFFER
\ \ LOT
of 77,827 SQFT.
l0 \ V 1.79 AC.
3.3'
�6 TRANSITION - # / / / I
/ I I TO FLUSH
V,�� /
\ WTLD�
I / I
LOT
0
u m 55,441 SQFT. LOT
// 34
1.27 AC. / 26,140 SQFT.
/ / 0.60 AC.
30' PUBLIC UTILITY EASEMENT
/ I
1 /-------- I----- I -- -- -- - - -- -- -- L-
ak
49.6' 147.6 ----_----- �-------�� � ---------
264.9' - - - _
136.3' - -
24+00
-1
41.4' 41.4' - 175,
123.2' R35' EOP
25 00 g E G-- E L_R D .26+00
50' PUBLIC ROW
8-0 - 97.0' -
I I
I
I LOT
1-a
I 33
N 23,868 SQFT.
0.55 AC.
I
I
I
I
I I I
I I
L---------�
105.3'
5' SIDEWALK, TYP.
8' SW & UTILITY
\ EASEMENT, TYP
� c
�a
o
°I
1
I
I
1
N
0
80.0'
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0
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0
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co
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I J I
1 R35' EOP
�� r
130" STANDARD CURB & GUTTER, TYP.---
-
YP. 1
I
24' EP/EP
I I I
�50'ROW
I
I
I
I I
LOT
N I 32
N 23,710 SQFT.
0.54 AC.
N
I I I
I I
I I
I I
I
I STUB STREET
27+00
/ LR35' EOP
39�
C=)
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE PER TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT OTHERWISE NOTED.
3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4. ALL CURB RADII ARE 35' UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.
6. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED
BY A LICENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR.
7. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY AND ADJOINING PROPERTY
PROTECTED FROM DAMAGE
8. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY
POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION
SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
10. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS
THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED
WITHOUT APPROVAL BY THE FACILITY DESIGNER.
11. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD/REPAIR CONDITIONS WARRANT OFF-SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
13. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS SHOWN ON PLANS.
14. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET @ 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP
JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.
15. COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS ASSOCIATION.
16. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE TOWN OF FUQUQY-VARINA FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
17. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION. EASEMENTS BASED OF CENTER OF UTILITY OR PIPE
SHALL BE PER AS -BUILT LOCATIONS.
18. RIPARIAN BUFFER: ALL AREAS DELINEATED AS RIPARIAN BUFFER SHALL BE MAINTAINED AND REMAIN IN ITS NATURAL STATE IN PERPETUITY BASED ON STATE AND
LOCAL REGULATIONS THAT ARE IN FORCE THAT MAY BE AMENDED FROM TIME TO TIME. THE OWNER(S), HEIRS, SUCCESSOR, ADMINISTRATOR, EXECUTOR AND ANY
AND ALL ASSIGNEES WITH PROPERTY IMPACTED BY THE RIPARIAN BUFFER MAY NOT DISTURB SUCH BUFFER AND SHALL PROTECT AND PRESERVE SAID AREA(S)
ACCORDING TO EXISTING REGULATIONS BY THE TOWN AND/OR STATE OF NORTH CAROLINA
19. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY (*) ON THE SUBDIVISION PLAT, THE BUILDER SHALL OBTAIN A FLOOD HAZARD PERMIT FROM THE
TOWN OF FUQUAY-VARINA. TOWN ENGINEER, ARCHITECT OR SURVEYOR SHALL CERTIFY THAT ALL FLOOD HAZARD SOILS ARE IDENTIFIED ON THE PLOT PLAN AND NO
STRUCTURE IS WITHIN FLOOD HAZARD SOILS. NO REFILLING OR THE ERECTION OF PERMANENT STRUCTURES IS PERMITTED IN AREAS OF FLOOD HAZARD SOILS (PER
WAKE COUNTY SOILS MAPS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ZONES) UNTIL A FLOOD STUDY IS COMPLETED AND APPROVED BY THE TOWN
OF FUQUAY-VARINA OR FEMA (IF APPLICABLE).
FLOOD STUDY NOTE: LEGEND.
ANY DEVELOPMENT WITHIN THE WAKE COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A
FLOOD STUDY TO BE CONDUCTED BY A LICENSED PROFESSIONAL ENGINEER AND APPROVED
BY THE TOWN OF FUQUAY VARINA PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS.
LINE TABLE
NAME
ROADWAY
LENGTH
DIRECTION
BEGIN
STATION
END
STATION
L1
MEADOW FORD WAY
441.71'
S63026'06"E
10+00.00
14+41.71
L2
MEADOW FORD WAY
625.87'
S1025'52"W
16+68.14
22+94.01
CURVE TABLE
STREET LIGHT
�-
SIGN
WCR
WHEELCHAIR RAMP
CBU
CLUSTER MAILBOX UNIT
EXTERNAL
ROADWAY CENTER LINE
- -
LOT LINE
NAME
RIGHT OF WAY LINE
RADIUS
SETBACK LINE
S31 °06'12"W
EASEMENT LINE
15+90.54
VALLEY CURB & GUTTER
BECKEL ROAD
STANDARD CURB & GUTTER
S20°10'13"W
SPILL CURB & GUTTER
*
LOTS WITH FLOOD HAZARD
LENGTH
SOILS
CURVE TABLE
NAME
ROADWAY
LENGTH
ARC
CHORD
TANGENT
MIDDLE
EXTERNAL
CHORD
BEGIN
END
NAME
ROADWAY
RADIUS
122.62'
S31 °06'12"W
14+67.91
15+90.54
L5
BECKEL ROAD
262.98'
S20°10'13"W
17+81.35
20+44.33
L6
LENGTH
LENGTH
LENGTH
ORDINATE
DISTANCE
DIRECTION
STATION
STATION
C1
MEADOW FORD WAY
200.00'
226.43'
214.53'
127.09'
31.20
36.96'
S31 000'07"E
14+41.71
16+68.14
LINE TABLE
NAME
ROADWAY
LENGTH
DIRECTION
BEGIN
STATION
END
STATION
L3
BECKEL ROAD
56.26'
S56°06'56"W
10+00.00
10+56.26
L4
BECKEL ROAD
122.62'
S31 °06'12"W
14+67.91
15+90.54
L5
BECKEL ROAD
262.98'
S20°10'13"W
17+81.35
20+44.33
L6
BECKEL ROAD
1000.11'
S88°34'08"E
24+23.91
34+24.02
CURVE TABLE
NAME
ROADWAY
RADIUS
ARC
LENGTH
CHORD
LENGTH
TANGENT
LENGTH
MIDDLE
ORDINATE
EXTERNAL
DISTANCE
CHORD
DIRECTION
BEGIN
STATION
END
STATION
C2
BECKEL ROAD
1000.00'
411.65'
408.75'
208.78'
21.11
21.56'
S42053'46"W
10+56.26
14+67.91
C3
BECKEL ROAD
1000.00
190.82'
190.53'
95.70'
4.55
4.57'
S25038'12"W
15+90.54
17+81.35
C4
BECKEL ROAD
200.00'
379.57'
325.12'
279.04'
83.49
143.32'
S3401 1'57"E
20+44.33
24+23.91
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
SCALE: 1 IN = 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
SEAL
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0.72 AC.
CURVE TABLE
NAME
ROADWAY
RADIUS
ARC
CHORD
TANGENT
MIDDLE
EXTERNAL
CHORD
BEGIN
END
NAME
ROADWAY
RADIUS
411.65'
408.75'
208.78'
21.11
21.56'
S42053'46"W
10+56.26
14+67.91
C3
BECKEL ROAD
1000.00'
LENGTH
LENGTH
LENGTH
ORDINATE
DISTANCE
DIRECTION
STATION
STATION
C1
MEADOW FORD WAY
200.00'
226.43'
214.53'
127.09'
31.20
36.96'
S31 °00'07"E
14+41.71
16+68.14
CURVE TABLE
NAME
ROADWAY
RADIUS
ARC
LENGTH
CHORD
LENGTH
TANGENT
LENGTH
MIDDLE
ORDINATE
EXTERNAL
DISTANCE
CHORD
DIRECTION
BEGIN
STATION
END
STATION
C2
BECKEL ROAD
1000.00'
411.65'
408.75'
208.78'
21.11
21.56'
S42053'46"W
10+56.26
14+67.91
C3
BECKEL ROAD
1000.00'
190.82'
190.53'
95.70'
4.55
4.57'
S25038'1 2"W
15+90.54
17+81.35
C4
BECKEL ROAD
200.00'
379.57'
325.12'
279.04'
83.49
143.32'
S3401 1'57"E
20+44.33
24+23.91
5 SIDEWALK, TYP.
co
\ � J
LOT
20,175 SQFT. \ \ \ 1I
0.46 AC. \
LINE TABLE
NAME
ROADWAY
LENGTH
DIRECTION
BEGIN
STATION
END
STATION
L1
MEADOW FORD WAY
441.71'
S63026'06"E
10+00.00
14+41.71
L2
MEADOW FORD WAY
625.87'
S1 025'52"W
16+68.14
22+94.01
I
I
1
24' EP/EP I
N
50' ROW T
164.9' CD
- +� I I LOT
----- 1 � I 18 �
28,046 SQFT.
0 0.64 AC.
0
LINE TABLE
NAME
ROADWAY
LENGTH
DIRECTION
BEGIN
STATION
END
STATION
L3
BECKEL ROAD
56.26'
S56006'56"W
10+00.00
10+56.26
L4
BECKEL ROAD
122.62'
S31 °06'12"W
14+67.91
15+90.54
L5
BECKEL ROAD
262.98'
S20°10'13"W
17+81.35
20+44.33
L6
BECKEL ROAD
1000.11'
S88°34'08"E
24+23.91
34+24.02
I
L------- -------�
I - I)
I�
1 - - - 183.9' - - = - 38.2'
-
0
- - °r°
------ I 1 I I I♦, 63.0,
LOT I ♦ x 3j.8' 118.4' 26.9' \1101,
LOT
I I 1I 24
N 19 I N I ' I 44,009 SQFT.
1
23,212 SQFT. I 1 1 1.01 AC.
0.53 AC.
is m I�� I �� I m
EL
00
`
______ I I I I I I I I I I
L------ _ -� 50'NEUSERIVER
- J I I RIPARIAN BUFFERLOT I
+ 183.9' LOT I 23
-- I -- 21 i I I I 31,035 SOFT
29,820 SQFT. i LOT 0.71 AC.
-----� 1 I--------------� I 0.68 AC. I o 22 o
CN
29,949 SQFT. N
0.69 AC.
I I I I
1oi
co
I I LOT
I I I
1 1 20,974 SQFT. I
I 0.48 AC. I / / I
-----J I I I --- TEMPORARY
J WCR VARIABLE WIDTH PUBLIC L - / I TURN -AROUND
WCR STORM DRAIN EASEMENT ----� I
- - - - - - - - - - - - - - - ------------�
l o --------------- I I 109.4'
+ I 8' SIDEWALK & UTILITY EASEMENT
N R35' EOP 50' ROW
6 SIDEWALK, TYP.
R35' EOP - - - _ - - - - - -
159.0' R31'
t24'EP/EP 132.3' 26+00 149.3'140.8' N27+00 35.9' 28+009+00 34+24
30+00 g E G K EL RD .31+00 R25'
I - 33+00 R25' 34+00
L6 50' PUB ILC ROW
80.0'
39?
80.1' 105.7'
105.9'
'0' 105.9' Q
/ 108.4'
R35' EOP \ R35' EOP - - - - - - - - - - - - - - - 108.2 - - - -109.0
1
C> WCR
- - - - - - ♦ o
N
I VARIABLE WIDTH PUBLIC I I I I I -
STORM DRAIN EASEMENT
I 1 I I I I I I I I I I I I
30" STANDARD CURB
1 & GUTTER, TYP.
LOT II I LOT
32 I I N I LOT I I LOT I I I
23,710 SQFT. 31 N 30 N 29 LOT LOT I LOT j
0.54 AC. N I I 23,853 SQFT. I I 24,123 SQFT. N O N 28 LOT
N oo
o o 0.55 AC. 0.55 AC. I I 240 56 AC. I 24,340 T' 24,6 8 SQFT. N 1 26 1 N I 25 1 o6
04 N I I I I I 0.56 AC. 0.57 AC. I 24,730 SQFT. I I 24,958 SQFT. N
0.57 AC. 0.57 AC.
I I a 1 I I I I I I I I I I I I I I I I I I I
cc
I J J I I I I
IQ I I I I I I I I I I
I I I I
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-J IL -----
-- - -J L--------------
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Iw
105.0'
�
105.1' 5 105.7'
L4 105.9'
_--15' TEMP CONSTRUCTION 107.3' 55.3' 108.2'
1 109.2'
EASEMENT
10' TEMP CONSTRUCTION
EASEMENT
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE PER TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE IN FEET AND TO EDGE OF PAVEMENT OTHERWISE NOTED.
3. ALL SITE ELEMENTS ARE PERPENDICULAR TO EACH OTHER UNLESS OTHERWISE NOTED.
4. ALL CURB RADII ARE 35' UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE,
BEFORE WORKING IN THESE AREAS.
6. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING
CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT THE COST OF THE
CONTRACTOR.
7. CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED
FROM INJURY AND ADJOINING PROPERTY PROTECTED FROM DAMAGE
8. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT
LEAST ONCE A WEEK DURING CONSTRUCTION.
9. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION
OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER
STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
10. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR,
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY
DESIGNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT
APPROVAL BY THE FACILITY DESIGNER.
11. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD/REPAIR
CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS.
13. ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT. SIGN MUST REMAIN OUT OF SIGHT TRIANGLES AS
SHOWN ON PLANS.
14. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT. MILL 1.5 FEET @ 1.5 INCHES
DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOIN FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR
A PERIOD OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED OR RESURFACED.
15. COMMON OPEN SPACE SHALL BE OWNED & MAINTAINED BY HOMEOWNERS ASSOCIATION.
16. ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TO THE TOWN OF FUQUQY-VARINA FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION.
17. ALL PUBLIC AND PRIVATE EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE SUBDIVISION.
EASEMENTS BASED OF CENTER OF UTILITY OR PIPE SHALL BE PER AS -BUILT LOCATIONS.
18. RIPARIAN BUFFER: ALL AREAS DELINEATED AS RIPARIAN BUFFER SHALL BE MAINTAINED AND REMAIN IN ITS
NATURAL STATE IN PERPETUITY BASED ON STATE AND LOCAL REGULATIONS THAT ARE IN FORCE THAT MAY BE
AMENDED FROM TIME TO TIME. THE OWNER(S), HEIRS, SUCCESSOR, ADMINISTRATOR, EXECUTOR AND ANY AND ALL
ASSIGNEES WITH PROPERTY IMPACTED BY THE RIPARIAN BUFFER MAY NOT DISTURB SUCH BUFFER AND SHALL
PROTECT AND PRESERVE SAID AREA(S) ACCORDING TO EXISTING REGULATIONS BY THE TOWN AND/OR STATE OF
NORTH CAROLINA
19. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY (*) ON THE SUBDIVISION PLAT, THE BUILDER SHALL
OBTAIN A FLOOD HAZARD PERMIT FROM THE TOWN OF FUQUAY-VARINA. TOWN ENGINEER, ARCHITECT OR
SURVEYOR SHALL CERTIFY THAT ALL FLOOD HAZARD SOILS ARE IDENTIFIED ON THE PLOT PLAN AND NO
STRUCTURE IS WITHIN FLOOD HAZARD SOILS. NO REFILLING OR THE ERECTION OF PERMANENT STRUCTURES IS
PERMITTED IN AREAS OF FLOOD HAZARD SOILS (PER WAKE COUNTY SOILS MAPS OR FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA) ZONES) UNTIL A FLOOD STUDY IS COMPLETED AND APPROVED BY THE TOWN OF
FUQUAY-VARINA OR FEMA (IF APPLICABLE).
FLOOD STUDY NOTE:
ANY DEVELOPMENT WITHIN THE WAKE COUNTY FLOOD HAZARD SOILS WILL NECESSITATE A FLOOD STUDY TO BE
CONDUCTED BY A LICENSED PROFESSIONAL ENGINEER AND APPROVED BY THE TOWN OF FUQUAY VARINA PRIOR TO
APPROVAL OF CONSTRUCTION DRAWINGS.
LEGEND:
SCALE: 1 IN = 40 FT
40' 20' 0 40' 80'
SCALE IN FEET
HORIZONTAL
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CLUSTER MAILBOX UNIT
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RIGHT OF WAY LINE
SETBACK LINE
EASEMENT LINE
VALLEY CURB & GUTTER
0
STANDARD CURB & GUTTER
SPILL CURB & GUTTER
*
LOTS WITH FLOOD HAZARD
o
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SCALE: 1 IN = 40 FT
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SCALE IN FEET
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PROPOSED SEPTIC DRAINAGE
FIELD/REPAIR AREA, TYP
Q20' PRIVATE STORM
DRAIN EASEMENT
Q20' PUBLIC STORM �
5 DRAIN EASEMENT
EXISTING EOP
PROPOSED EOP
PROPOSED ROW -
12" C900 PVC
WATER MAIN
/
2" TEMPORARY BOA
FHA
I
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� I
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\� �\ �, , ten\ I ) /� /�
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WATER MAIN
r - FHA
/ I
20' PRIVATE STORMWATER EASEMENT 5
I I
I
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1 50' NEUSE RIVER I I
RIPARIAN BUFFER
/ 2p/
8" C900 PVC � � I
WATER MAIN \ 11 50' NEUSE RIVER I I
/ RIPARIAN BUFFER I I
I
/ FHA
I I I
WATER SERVICE, TYP. 13 \ \ 20' PUBLIC UTILITY EASEMENT WITH � I
10' TEMP. CONSTRUCTION EASEMENT I
14 /' PROPOSED SEPTIC DRAINAGE . I
FIELD/REPAIR AREA, TYP -
VARIABLE WIDTH PUBLIC \
STORM DRAIN EASEMENT
\ III 20' PUBLIC UTILITY I
EASEMENT I I
4-8 GV
4V
W / / 4�� I �7
20' PRIVATE TOR
IN EASEMEN
/ FHA
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/ STREET LIGHT (TYP.)
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/ \ / o U I 50 NEUSE RIVER /
Q 8' PUBLIC UTILITY EASE �" j RIPARIAN BUFFER `
4♦ I / 24♦
I I ��
wI 8" C900 PVC
— _ I WATER MAIN
/ / \ 8 SW & UTILITY a VARIABLE WIDTH PUBLIC —
/ EASEMENT, TYP VARIABLE WIDTH PUBLIC I STORM DRAIN EASEMENT
/ 20' PRIVATE STORM \ STORM DRAIN EASEMENT
DRAIN EASEMENT �I I
FHA
66
/ \ _ W — —
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/ \ 8" C900 PVC WATER MAIN
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34
50' NEUSE RIVER
I RIPARIAN BUFFER
W
SEE SHEET C-09 FOR
CONTINUATION
50' NEUSE RIVER
RIPARIAN BUFFER
� /� I 3 I
—30 PUBLIC UTILITY EASEMENT
II
208 k
2" TEMPORARY BLOW OFF ASSEMBLY
FHA 50' UBLIC ROW
VARIABLE WIDTH PUBLIC
STORM DRAIN EASEMENT
I 30 i I
PROPOSED SEPTIC DRAINAGE
FIELD/REPAIR AREA, TYP
�8" C900 PVC WATER MAIN
I I I
I
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Cl
FOUNDATION F
NOTE:
GENERAL NOTES:
1. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2. ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC UTILITIES.
3. CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4. CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR - PUBLIC WATER SUPPLY.
5. WATER MAINS SHALL BE CLASS 150 C900 PVC I.A.W. AWWA C900 OR THICKNESS CLASS 50 DIP
PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DUCTILE IRON PIPE WATER MAINS SHALL
BE CLASS 350 DIP I.A.W. AWWA C-151 WITH PUSH ON JOINTS I.A.W. AWWA C-111. DIP SHALL BE
CEMENT -MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C-104. ALL DIP
BURIED PIPE SHALL HAVE AN BITUMINOUS EXTERIOR COATING I.A.W. AWWA C-151. MINIMUM
BURIAL DEPTH FOR WATER MAIN IS 36 INCHES BELOW FINISHED GRADE. WATER MAINS SHALL
BE INSTALLED WITH TYPE 1 LAYING CONDITION PER TOWN OF FUQUAY-VARINA
SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6. ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER WITH NO JOINTS OR
COUPLINGS IN THE RIGHT OF WAY. SERVICE FITTINGS SHALL BE FLARED COPPER TYPE BRASS
OR COMPRESSION TYPE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES.
7. SANITARY SEWER MAINS SHALL BE SDR -35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR CLASS 250
DIP PUSH ON JOINTS I.A.W. AWWA C-150 AND C-151 WHEN NOTED. DIP SHALL BE LINED WITH
PROTECTO 401 CERAMIC EPDXY OR APPROVED EQUAL.
8. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9. WHEN A NON -GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON -GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
10. ALL NON-METALLIC PIPING MUST BE INSTALLED WITH A TRACER WIRE AND WARNING TAPE OR
ELECTRIC MARKER SYSTEM BALLS PER TOWN OF FUQUAY-VARINA STANDARDS.
11. PRIVATE UTILITIES (TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN.
THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
12. ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED
BUFFERS.
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PORT
STREET LIGHTS SHALL MEET TOWN OF FUQUAY-VARINA
STANDARDS. FIXTURE SHALL CONSIST OF 9,500 LUMEN
ENCLOSED SODIUM VAPOR LAMPS OR EQUIVALENT LED LAMP.
/ \ LIGHT POLE DETAIL
C_� 2 SCALE:NTS
LEGEND:
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FOUNDATION F
NOTE:
GENERAL NOTES:
1. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO
TOWN OF FUQUAY-VARINA STANDARDS AND SPECIFICATIONS.
2. ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINS SHALL BE PUBLIC UTILITIES.
3. CONTRACTOR SHALL CONTACT TOWN OF FUQUAY-VARINA PRIOR TO MAKING CONNECTION TO
ANY TOWN OWNED INFRASTRUCTURE.
4. CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVED WATER EXTENSION PERMIT
ISSUED BY NCDENR - PUBLIC WATER SUPPLY.
5. WATER MAINS SHALL BE CLASS 150 C900 PVC I.A.W. AWWA C900 OR THICKNESS CLASS 50 DIP
PUSH ON JOINTS I.A.W. AWWA C151 WHERE NOTED. DUCTILE IRON PIPE WATER MAINS SHALL
BE CLASS 350 DIP I.A.W. AWWA C-151 WITH PUSH ON JOINTS I.A.W. AWWA C-111. DIP SHALL BE
CEMENT -MORTAR LINED AND SEALED WITH BITUMINOUS MATERIAL I.A.W. AWWA C-104. ALL DIP
BURIED PIPE SHALL HAVE AN BITUMINOUS EXTERIOR COATING I.A.W. AWWA C-151. MINIMUM
BURIAL DEPTH FOR WATER MAIN IS 36 INCHES BELOW FINISHED GRADE. WATER MAINS SHALL
BE INSTALLED WITH TYPE 1 LAYING CONDITION PER TOWN OF FUQUAY-VARINA
SPECIFICATIONS. ALL FITTINGS SHALL BE MECHANICAL JOINTS I.A.W. AWWA C-111.
6. ALL WATER SERVICES TO LOTS SHALL BE 3/4" TYPE "K" SOFT COPPER WITH NO JOINTS OR
COUPLINGS IN THE RIGHT OF WAY. SERVICE FITTINGS SHALL BE FLARED COPPER TYPE BRASS
OR COMPRESSION TYPE. MINIMUM BURIAL DEPTH FOR WATER SERVICES IS 24 INCHES.
7. SANITARY SEWER MAINS SHALL BE SDR -35 PVC I.A.W. ASTM D-3034-98 TYPE PSM OR CLASS 250
DIP PUSH ON JOINTS I.A.W. AWWA C-150 AND C-151 WHEN NOTED. DIP SHALL BE LINED WITH
PROTECTO 401 CERAMIC EPDXY OR APPROVED EQUAL.
8. ALL SANITARY SEWER SERVICES TO LOTS SHALL BE 4" SCH-40 PVC.
9. WHEN A NON -GRAVITY UTILITY MEETS A GRAVITY UTILITY, THE NON -GRAVITY UTILITY MUST BE
ADJUSTED TO MEET SEPARATION REQUIREMENTS.
10. ALL NON-METALLIC PIPING MUST BE INSTALLED WITH A TRACER WIRE AND WARNING TAPE OR
ELECTRIC MARKER SYSTEM BALLS PER TOWN OF FUQUAY-VARINA STANDARDS.
11. PRIVATE UTILITIES (TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN.
THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN
INSTALLING PUBLIC UTILITIES.
12. ELECTRICAL TRANSFORMERS SHALL NOT BE LOCATED WITHIN REQUIRED LANDSCAPED
BUFFERS.
I inuT riv-ri rnr
'OLE
PORT
STREET LIGHTS SHALL MEET TOWN OF FUQUAY-VARINA
STANDARDS. FIXTURE SHALL CONSIST OF 9,500 LUMEN
ENCLOSED SODIUM VAPOR LAMPS OR EQUIVALENT LED LAMP.
/ \ LIGHT POLE DETAIL
C_� 2 SCALE:NTS
LEGEND:
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