SW6220907_Site Plan Grading and Drainage_20221006

GENERAL NOTES:
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MAG NAIL I
DAVIS BRYANT
WOODALL JR & LANDA
KAY WOODALL CAPPS
D.B.3269, PG.0007
ZONING: RA-20M
USE: RESIDENTIAL
INV: 211.59
INV: 211.08
INV: 212.08
INV: 212.00
I LINWOOD M. COUNCIL
DIANNE A. COUNCIL
D.B.3579, PG.671
/ ZONING: RA-30
USE: AGRICULTURAL
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INV: 213.80
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INV: 214.07 -_-/
B�GCK
HOUSE
HELT
APPROXIMATE LOCATION OF
ss x
PP MH
TOP-217.29
I NV-204.17&N
ENE
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REVISIONS
1 1 01 / 14 / 2022 NCDEQ COMMENT REVISIO
2 1 01 / 26 / 2022 1 HRW COMMENT REVISION
1 5 1 03 / 09 / 2022 1 HRW COMMENT REVISION I ■
STATUS
RELEASED
FOR CONSTRUCTION
DATE: SEPTEMBER 27, 2022 HORZ. SCALE:1" = 60'
FILE NO. 2021-026 ORIG. SHEET SIZE: 24 x 36
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING UTILITIES
ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY
LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND
LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLIC EASEMENTS SHALL BE TO NCDOT STANDARDS
AND SPECIFICATIONS.
3. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV) ARE NOT SHOWN ON THIS PLAN. THE
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE UTILITIES WHEN INSTALLING STORM DRAINAGE
TO AVOID CONFLICTS.
4. CUT/FILL SLOPES SHALL BE GRADED AT A MAXIMUM OF 3HAV UNLESS OTHERWISE INDICATED. SLOPES
INDICATED TO BE STEEPER THAN 3:1 BUT EQUAL TO OR LESS THAN 2:1 SHALL BE PROVIDED WITH A PERMANENT
TURF REINFORCEMENT MAT (ACF ENVIRONMENTAL ECP-2 10 OZ OR APPROVED EQUAL).
5. NO GRADING EQUIPMENT SHALL BE PERMITTED ON -SITE UNTIL A LAND DISTURBANCE PERMIT HAS BEEN ISSUED
BY NCDENR.
6. ALL RIP -RAP IS TO BE INSTALLED WITH NON -WOVEN FILTER FABRIC BENEATH (MIRAFI 140N OR APPROVED EQUAL).
7. WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING, CONTRACTOR SHALL MATCH EXISTING
ELEVATION AND CREATE A SMOOTH TRANSITION.
8. INSTALL A COIR LINING IN THE TDD'S IMMEDIATELY AFTER INSTALLATION IN ORDER TO MINIMIZE EROSION AND
PROVIDE A STABLE DITCH LINING. SEED AND MULCH THE DITCH IMMEDIATELY UPON INSTALLATION.
EIS
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I I I I I I I I I I I HDWL#102 o�
20' PRIVATE DRAINAGE EASEI,ENT I
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\63 LF 24" RCP @ 0.60% \
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nu
G Gx Gx Gx Gx Gx x x x x
,TERLINE APPROXIMATE LOCATION OF GAS LINE o x x Wx �x hx x x J(1�� Wx Wx Wx-
�� 221- - - - - - - - - -
MIGNAILFES#100
E
/ON DOG HOUSE 749.89 LF @ 0.22°/
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PROFESSIONAL'S SEAL
♦�kr �N CARO rrjri
�aFFESSId..
SEAL'. =
044 •';
LEGEND:
®
FLARED END SECTION
CATCH BASIN
=295.40
FSPOT
ELEVATION
=295.32
4.0%
FLOW DIRECTION
RIP -RAP OUTLET PROTECTION
STORM DRAIN LINE
�400-
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
STORM DRAINAGE TABLE
RIM ELEV
INV IN (SLOPE)
INV OUT (SLOPE)
INLET#
TYPE
ROADWAY
(EOP)
(FROM -SIZE)
(TO -SIZE)
215.00 (0.60%)(101-24")
100
FES
NONE.
217.33
215.48 (0.50%)
215.38 (0.60%)
101
SDMH
NONE.
220.00
(102-24")
(100-24")
217.18 (0.50%)
102
HDWL
NONE.
219.93
(10124")
211.25 (1.00%)(104-18")
103
YI
NONE.
214.00
211.95 (1.00%)(103-18")
104
FES
NONE.
213.74
SDMH#101
W/V W/V
1 W/V 1
z
�I I
-ss_1 - ss _ - ss . - _ °� �S - x 721.83 L 0.19% s x s x - �S x = -
MH x
N.C. GRID MONUMENT "JOSEY" MH
TOP-219.39 7 55 E TOP 2
N.C. GRID COORDINATES, NAD I INV-205.83 (60' PUBLIC R/W) TOZ
83 ELEV - 218.91' EDWARD S. TURLINGTON EDWARD S. TURLINGTON INV 207.19
.19
N - 588,EDWARD S. TURLINGTON M.B.2002, PG.855 002.21 BHR PROPERTIES M.B.2002, PG.855
E - 2,100,393.42 M.B.2002, PG.855 M.B.2002, PG.855 D.B.1641, PG.0467 D.B.1641, PG.0479
CF - 0.99986934 I ZONING: 1RA- 0 COMM UOSEI: AGRICULTURAL SCALE: 1 IN = 60 FT
D.B.1641, PG.0479 0690 ZONING: RA-30/COMM
ZONING: RA-30/COMM USE: RESIDENTIAL
USE: AGRICULTURAL USE: RESIDENTIAL 60' 30' 0 60' 120'
SCALE IN FEET
HORIZONTAL
CONSULTANT CLIENT
ENG��Long Land Development, LLC
�
J� F� T [phone] 205 S. Fuquay Avenue 9404 Northfield Ct.
v N F [phone] Fuquay-Varina, NC 27526
EST. Q 10 Raleigh, NC 27603
urr 919-810-6151 (m)
ENGINEERING CAROB Contact: Hal Long
NC LIC. NO. P-0799 [e-mail]
CONS TRUC TION DRA WINGS
MASON LANDING SUBDIVISION
OVERALL GRADING AND DRAINAGE PLAN
C4.0