NCC213588_Site Plan or Location Map_20210706

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DYRL AND VERA WOOD
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FAYMOND AND DEBORAH WALKER OD BOOK 1579, PG 232
D:
-
R-20A
100' NEUSE RIVER RIPARIAN BUFFER
♦. \ �. MEASURED 50' FROM TOP OF BANK \ \
♦. \ ON EACH SIDE
\
\ \ \ _ ` _ _' ` _ _ _ ' /DN�2 ` `
WILLIAM AND TINA LEE ♦ \ ` � \ � � � � � \, °SN���°°�3 GEEPSE / I
DEED BOOK 2640, PG 1 J7 \ \ \ �� / °P°S�°3
ZONED: AR \ \ — — _ — -\ / ZoNF PR
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100' NEUSE RIVER
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RIPARIAN BUFFER szsa�sF Q <�L2-CURVE 2 65 \ / 84 \ \ I \ S79'1 •E S 39' •� S�. 0,2 \ \ '.\ \ \ \ \ \
2.13
\ MEASURED 50' F OM L = 347.36' ` ~`"
—\5 94' / 9 stsr \ \ \ \ \ ♦ TOP OF BANK a \ PHASE 2 \ \
`•.. ? \ � s4.o4 \ \ EACH SIDE \
47ug
71
I _ / / 49 I I 50 I 51 / 52 / \ M qr F " \ \ \ \ `♦
II OPE SPACE N - (
N .: . — � — J / 3 r 258 67.25 ` �S . 4 \ ♦ J \ 90 \ \ \ \ sl�OGO I I
Mp�PjER&ssFG LEO DAUGHTRY
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5 G \ `` RPj�I\NES RE°tiPMs DEED BOOK 828, PG 685
5
\ / / \ ♦ \ \ \ \ ♦ i D �� / 35EpP ZONED: R-20A
— — ROADWAY CL — —
EDGE OF PAVEMENT
R = 5' R
5'
— _RIGHT
OF WAY _
z Y 12
NOTE:
ALL WATER
O Q
METERS AND
u
SEWER
o uj
CLEANOUTS TO
BE LOCATED
r---- — -----
OUTSIDE OF
20' Aj
THE DRIVEWAY
I MIN. 2
AREAS FOR ALL
CAR
PARK NG I
LOTS
I
I
I
PRELIMINARY
I
BUILDING
FOOTPRINT
I
I
EXAMPLE
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10' I 110'
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PROPOSED SETBACK J
------------
- Y
W Q
of
N U)
PROPERTY LINE
TYPICAL LOT LAYOUT
NTS
CL RAN
40' 6'
PER FT.
1
8" ABC 47 tk�
2" S9.513 SUPERPAVE ASPHALT
SECTION A -A
TEMPORARY
SYMMETRICAL CUL-DE-SAC
WITH NO CURB AND GUTTER
NTS
\ " \ ♦ ---
\ 7
/ \ 7
PHASE 1
`\ PREVIOUSLY
APPROVED /
DAVID AND RACHEL JOHNSON / / >
DEED BOOK 1761 PG 222
ZONED: AR \ / / / 1 v </ 1 / 39
0 \
/ 9 M
h
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\ / \
/ 13\ i
14 27
15\ � e
\ / 16\
CL - TWIN CREEK DRIVE
50' PUBLIC RIGHT OF WAY
77' ROrll OP rI IRR TO ROrll OP rI IRR
PA'
® 8" ABC (AGGREGATE BASE COURSE RESIDENTIAL STREET
QC COMPACTED SUB GRADE TYPICAL CROSS SECTION
NTS
I R/W
SIGHT
TRIANGI
70'
STO
30.00'
50' TAPER
(REQUIRED FOR W
LESS THAN 26')
R= 30'
R/W
EXISTING ROAD
RM RECOMMENDED ROAD CONNECTION R/W
STOP CONDITION
\
i
ICONTROL FOR
STREET, PATH,
POND AND LOTS
ON PHASE ONE
TREATEDIN
N 0 N RE
E 9 4. F
o m \
7 \ \
I � I
I I � INS
I I
PROPOSED SEWER LIFT STATION TO BE
LIFT CONSTRUCTED IN PHASE 2 PRIOR TO
TAT10 PHASE 1 CONSTRUCTION
ao sF FINAL LOCATION TO BE COORDINATED
/ WITH SMITHFIELD PUBLIC UTILITIES
100' NEUSE RIVER RIPARIAN BUFFER
/ MEASURED 50' FROM TOP OF BANK
ON EACH SIDE
N �
�I
�0
1
I N S ACE
92, . SF O2P3 ES
2 � I
0 EN SPA \
8,487.2 SF
5.93 A ES
\
VAR.
8'
8'
5'
PAVEMENT SHOULDER
WIDTH WIDTH
R4-/FT
—2.08% +8%
—8.33% —189'
OR
1./FT
,259
SHOULDER SECTION
DRIVEWAY TURNOUT
GRADES
0 50 100 200
Feet
1" 100'
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
4*
PHASE
1
!_j
W
to
W
\ V\F\ECG y
to •
VICINITY MAP (Not to Scale)
NOTE:
THIS PRELIMINARY WAS PREVIOUSLY APPROVED WITH A ROAD CROSSING SHOWN AT THE
CREEK. DWQ DISAPPROVED THE ROAD CROSSING BECAUSE THE PROJECT DID NOT MEET THEIR
REQUIREMENTS FOR AVOIDANCE AND MINIMIZATION. THERE WERE PROBLEMS WITH THE LOW
LYING BOTTOM WHICH CREATED A DIFFICULTY IN CONSTRUCTION, AND INCREASED THE
BACKWATER ELEVATION ON PROPERTIES UPSTREAM. THE REVISION TO THIS PRELIMINARY IS BY
REQUEST OF DWQ. THE TRAIL STILL CROSSES THE CREEK FALLING INTO THE UNDER 20'
THRESHOLD.
NOTES:
- PRESENT LAND USE IS WOODED AND FALLOW.
- STREETS WILL HAVE A 50' RIGHT-OF-WAY, 27' WIDE SECTIONS BACK OF CURB TO BACK
OF CURB.
- ALL CUL-DE-SACS WILL HAVE A 40' RADIUS
- ALL RADII AT STREET INTERSECTIONS ARE 30'
- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS
- WATER SYSTEM WILL CONSIST OF TOWN OF SMITHFIELD METERED SERVICE.
- SEWER SYSTEM WILL CONSIST OF TOWN OF SMITHFIELD METERED SERVICE.
- THIS PROJECT IS WITHIN THE TOWN OF SMITHFIELD UTILITY SERVICE AREA AND IS
SUBJECT TO THE TOWN OF SMITHFIELD UTILITY ORDINANCES.
- ALL UTILITY CONSTRUCTION SHALL BE BUILT TO TOWN OF SMITHFIELD STANDARD AND
SPECIFICATIONS.
- ALL NCDEQ EROSION CONTROL MEASURES WILL BE COMPLIED WITH DURING
CONSTRUCTION.
- ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING
CONSTRUCTION.
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO THE
SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
- CONTOURS ARE DERIVED FROM FLOWN LIDAR TOPO DOWNLOADED FROM NORTH
CAROLINA'S SPATIAL DATA DOWNLOAD, EXISTING CENTERLINE ELEVATIONS STAKED BY
TRADITIONAL SURVEY.
- CONTOUR INTERVAL IS 2'
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4 ACRES OR 4
LOTS AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS AND ON THE FINAL
PLAT, AFTER SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
- BOUNDARY INFORMATION TAKEN FROM SURVEY BY OTHERS.
- ALL RIPARIAN BUFFERS TO BE VERIFIED BY D.W.Q. PRIOR TO CONSTRUCTION.
- SITE IS NOT LOCATED IN A F.E.M.A 100 YEAR FLOOD HAZARD AREA REFERENCE:
2000 FEMA INDEX # 37101 C0360
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