HomeMy WebLinkAboutNCC221093_Site Plan or Location Map_20220324100 YEAR H/W EASEMENT
SCALED IN PER BM 2020 PG 62
20' PERMANENT CONSTRUCTION \\
AND MAINTENANCE EASEMENT \
SCALED IN PER BM 2020 PG 62
BUILDERTO VERIFY HOUSE 3/4" 1
LOCATION,
DIMENSIONS AND REVIEW
TOTAL
IMPERVIOUS NOTED ON THIS
PLOT PLAN.
THIS MAP IS OF AN EXISTING PARCEL
OF LAND AND IS ONLY INTENDED
FOR THE PARTIES AND PURPOSES
SHOWN. THIS MAP NOT FOR
RECORDATION. NO TITLE REPORT
PROVIDED.
LOT INFORMATION
LOT: 14R
OWNER: AB PERRY CONSTRUCTION INC
PIN: 0698073238
DEED: DB XXX PG XXX
PLAT: BM 2020 PG 61-62
ADDRESS: 5221 STREAM BANK CT, RALEIGH, NC
TOTAL LOT AREA= 36,239 SF / 0.96 AC
TOTAL PROPOSED IMPERVIOUS: 2,965 SF
HOUSE: 2,116 SF
DRIVEWAY: 659 SF
SIDEWALK: 124 SF
COVERED PORCH: 66 SF
PERCENT IMPERVIOUS: 8.18%
2b6lo
61,
3/4" 1
BANKS POINTE OWNERS
ASSOCIATION INC
PIN# 0698072581
DB 17701 PG 336
BM 2019 PG 360
S8LL-k 21 "E
10' SIDE
SETBACK
214 70 �\
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�r
\
\
PROPOSED
DRIVEWAY
PROPOSED >
13
DRIVEWAY
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NOTES
1. THIS SURVEY WAS PREPARED BY BATEMAN CIVIL SURVEY CO.,
UNDER THE SUPERVISION OF STEVEN P. CARSON, PLS.
2. PROPERTY LINES SHOWN WERE TAKEN FROM EXISTING FIELD
EVIDENCE, EXISTING DEEDS AND PLATS OF PUBLIC RECORD,
AND INFORMATION SUPPLIED TO THE SURVEYOR BY THE
CLIENT
3. FIELD EQUIPMENT USED: TRIMBLE S6 ROBOTIC TOTAL STATION.
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES AND
ALL BEARINGS ARE BASED ON RECORDED PLAT IN BM 2020, PG
62.
5. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED.BY HUD F.I.R.M.
MAP 3720079500J DATED MAY 2, 2006.
6. ZONING IS R-30 PER WAKE COUNTY GIS.
7. BUILDING SETBACKS PER BM 2020 PG 62 AREAS FOLLOWS:
FRONT:30' SIDE:10' REAR:30' CORNER:30'
8. AREAS COMPUTED BY THE COORDINATE METHOD.
9. SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE
REPORT.
10. MAXIMUM IMPERVIOUS SURFACE AREA IS 7,000 SF & MINIMUM
FINISHED FLOOR ELEVATION IS 295.67'
LEGEND
DB
DEED BOOK
0
BOUNDARY CORNER FOUND
PG
PAGE
•
BOUNDARY CORNER SET
PB
PLAT BOOK
®
COMPUTED POINT
EIP
EXISTING IRON PIPE
�P
CLEAN OUT
IPS
IRON PIPE SET
CD
WATER METER
R/W
RIGHT OF WAY
T❑
TELEPHONE PEDESTAL
DW
DRIVEWAY
❑s
TRANSFORMER / ELECTRIC BOX
SW
SIDEWALK
I><
UTILITY VALVE
AC
AIR CONDITIONER
/=
A/C UNIT
3/4" 1
10' X 70' SITE TRIANGLE
BM 2020 PG 62
N
PROPOSED
WOOD DECK
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o, y5 12� Q
> o,
2p3 0
1� 01
PROPOSED >�
HOUSE „
"IPS
3/4" EIP.
55.1'
Y
<10
wlm
co
olW
30' CORNER J
SETBACK
1/4" EIR
3/4"
1 PS Cl A L1
MEADOWS BANK WAY
50' PUBLIC RIGHT OF WAY
BM 2020 PG 62
50' NEUSE RIVER
RIPARIAN BUFFER
SCALED IN PER BM
�.� 2020 PG 62
3 3/4" I PS \
20' PERMANENT CONSTRUCTION,
ACCESS, DRAINAGE, AND
MAINTENANCE EASEMENT
BM 2020 PG 62
BATEMAN CIVIL SURVEY COMPANY
ENGINEERS • SURVEYORS • PLANNERS
2524 RELIANCE AVENUE, APEX, INC 27539
d101, PHONE: (919) 577-1080 FAX: (919) 577-1081
INFO@BATEMANC IVILSURVEY.COM
NCBELS FIRM# C-2378
CINITY MAP -
STREAM
BANK CT
z
m
W
D
z
MEADOWS
BANK WAY
I, STEVEN P. CARSON, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BM 2020 PG 62); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND AS
SHOWN HERE ON; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000+;
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED
��.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
DAY OF A.D., 2021.
\'\
I, FURTHER THAT IN ACCORDANCE WITH G.S. 47-30-F-1 1 -C-1; CERTIFY THAT THE
o
SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
O
C'')
PERRY PROPERTIES &
I
EXISTING EASEMENTS AND DOES NOT CREATE A NEW STREET OR CHANGE AN
N
°�
DEVELOPMENT INC
EXISTING STREET. FOR THE PURPOSE OF THIS SUBSECTION, AN "EXISTING PARCEL"
PIN# 0698075473
OR "EXISTING EASEMENT" IS AN AREA OF LAND DESCRIBED IN A SINGLE, LEGAL
\
DESCRIPTION CONVEYED TO A NEW OWNER BY DEED IN ITS EXISTING
DB 17433 PG 1144
CONFIGURATION.
iBM 2020 PG 62
"EIP
25' TREE &
VEGETATION
PROTECTION ZONE o
BM 2020 PG 62 1 � m
a
PRELIMINARY
I I STEVEN P. CARSON, PLS
0 20 40 NC LICENSE NO. L-4752
SCALE:
1 = 40 ft.
LINE TABLE
LINE#
DIRECTION
LENGTH
L1
N89° 00' 43"W
20.00'
L2
N 14' 47' 11 "W
32.59'
L3
I S89° 21' 2VE
1 20.00'
CURVE TABLE
CURVE#
LENGTH
RADIUS
BEARING
CHORD
Cl
49.45'
350.00'
S86° 55' 23"W
49.41'
C2
35.92'
25.00'
S55° 57' 19"E
32.91'
C3
r96 90'
525.00'
N25° 31' 52"W
195.75'
DATE
THIS MAP IS CONSIDERED PRELIMINARY, NOT FOR
RECORDATION, CONVEYANCE OR SALES UNLESS
SIGNED AND SEALED BY THE LICENSED SURVEYOR.
SURVEY PLOT PLAN
EXCLUSIVELY FOR
LEE PERRY
MEADOWS OF BANKS - PHASE 2 - LOT 14R
5221 STREAM BANK COURT, RALEIGH, NC
MIDDLE CREEK TOWNSHIP, WAKE COUNTY
DATE: 01/19/21 DRAWN BY: CJM CHECKED BY: SPC
REFERENCE: BM 2020 PG. 62 BCS# 200675 SCALE: 1" = 40'