SW6211204_Plansheet S-2 - Proposed Conditions_Site Plan_20220216

SURVEY NOTATION
CID
COMPUTED POINT
EPK
EXISTING PK NAIL
EIP
EXISTING IRON PIPE
EIPD
EXISTING IRON PIPE DISTURBED
EIS
EXISTING IRON STAKE
ECMD
EXISTING CONCRETE MONUMENT DISTURBED
ECSD
EXISTING COTTON SPINDLE DISTURBED
ISS
IRON STAKE SET
R/W
RIGHT-OF-WAY
KENNETH & KAREN BOWEN
D.B. 2343 PG. 629
PIN # 0625-98-3688.000
ZONED RA-30
/
/
WETLANDS DELINEATED BY
ADAMS SOIL CONSULTING
1676 MITCHELL ROAD
ANGIER, NC 27501
919-414-6761
ALEX ADAMS, SOIL SCIENTIST
N 85°04'42"W
STANDARD LEGEND
m
vbATER
VALVE
o
WV —
WA TER METER
FH —
FIRE HYDRANT
C P —
CABLE PEDESTAL
TP —
TELEPHONE PEDESTAL
EB —
EL EC TRIC BOX
FO —
FIBER OPTIC
OHPL
— OVERHEAD POWER LINE
R/W RIGHT OF WAY
or C.L. CENTERLINE
O UP — UTILITY POLE
PROPERTY LINE
EIPD — EXISTING IRON PIPE DISTURBED
EIP — EXISTING IRON PIPE
ECSD — EXISTING COTTON SPINDLE DISTURBED
EPK — EXISTING PK NAIL
EIS — EXISTING IRON STAKE
AL — AREA LIGHT
LINDA L. SEARS
D.B. 931 PG. 472
PIN # 0635-08-7378
ZONED - RA20M
S 86°04'2911E
CLIFFORD BROWN TRUST
D.B. 3178 PAGE 386
PIN # 0625-97-2591.000
ZONED — RA30
WATERSHED — WS HQW
12% MAX. IMPERVIOUS — LOW DENSITY
12% X 912,320 SQ.FT. = 109,478 SQ.FT.
PAVED AREA — 29,549 SQ.FT.
109,478 — 29,549 = 79,929 SQ.FT.
79,929 / 16 LOTS = 4,995 SQ.FT.
IMPERVIOUS AREA PER LOT — 4,995 SQ.FT.
RIGHT OF WAY
EDGE OF TRAVEL LANE
R
ROADWAY CENTERLINE
EDGE OF TRAVEL LANE
RIGHT OF WAY
PAVED TURNOUT
(PAVEMENT STRUCTURE
TO MATCH TRAVEL LANES)
CONCRETE PAD
FOR CHU (PER LISPS)
CHU (ACCESS FROM FAD)
CONCRETE PAD
FOR CHU
NOTE;
SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION MAINTAIN W OFFSET
STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR ROAD DIMENSIONS-, AROUND CRU TURNOUT
FIGURE 1
CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND
COLLECTOR SUBDIVISION STREETS
LINDA L. SEARS
D.B. 3663 PG. 816
PIN # 0635-07-8809.000
ZONED RA-20M
Iv 00 4/ ,52-W
� 170.54' —
\�\ j N 87°311'45"W 924.42' I 236.84' 174.71' S 02'08'18"W
63.12'
1 I
O I
I
BUCKHORN PARTNERS LLC
I
MAP # 2020 - 366 I
ZONED RA-40
LISPS APPROVED SPECIFICATIONS — CONCRETE PAD (SINGLE UNIT)
(All measurements are in inches)
BROOM FINISH
4X 0.50 ANCHOR BOLTS,
USE TEMPLATE TO ENSURE ALIGNMENT
CHAMFER EDGES, IN LANDSCAPE AREAS,
TOOL EDGES FLUSH WITH ADJOINING SURFACES
IN PAVED AREAS.
SLOPE SURFACE . 25 INCH PER FOOT
ON ALL SIDES FOR DRAINAGE.
BUTYL RUBBER PAD
(WITH METAL PEDESTAL ONLY)
MATCH EXISTING GRADE IN
PAVED AREAS
SLOPE SURFACE .25 INCH PER FOOT
ON ALL SIDES FOR DRAINAGE
4 RODS ON 14.00 CENTERS MAXIMUM,
EACH WAY
OPTIONAL COMPACT GRAVEL OR
CRUSHED STONE (OMIT WHERE
SOLID ROCK OCCURS)
MAXIMUM FROST DEPTH
FIRM UNDISTURBED SOIL
OR WELL -COMPACTED FILL
NOTES;
1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI ® 28 DAYS, CONTAIN 4% MIN - 6% MAX
AIR ENTRAINMENT AND BE PLACED WITH A 3.50 - 4.50 SLUMP IN ACCORDANCE WITH ACI 301.
2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615, GRADE 6.0.
3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193, GRADE BBM, TYPE 316 STAINLESS STEEL.
30' LANDSCAPE
BUFFER &
EASEMENT
80
OVERHEAD
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75.45'
S 00°33'53"W
83.41 '
CSR # 1452
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EE PROJECT: 5086
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OF 9
BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
L 1— 800— 632— 4949
( IN FEET )
1 inch = 80 ft.