SW6190504_008_C3.0_Grading_7/22/2019

VARIABLE WIDTH SCM ACCESS
AND MAINTENANCE EASEMENT
JAMES B. MCLEOD
IRREVOCABLE TRUST
D.B. 1017, PG. 349
ZONED: R-8
X
X
NEW ASPHALT PAVEMENT
3" S9.5B
(LAID IN (2) LIFTS - 1j" MAX.)
ON 8" ABC
LIGHT DUTY ASPHALT PAVING —
2" S9.513 ON 6" ABC
(TYP HATCH)
8" PVC ROOF DRAIN LEADER '
01% MIN SLOPE. 6" PVC ROOF DRAIN\ LEADER
\ @1% MIN SLOPE. \
I
COUNTY OF HOKE
UNITED STATES CAN COMPANY TRACT
D.B. 430, PG. 568
24" CURB AND GUTTER
10' SCM ACCESS AND
MAINTENANCE EASEMENT
/ 40' SETBACK - —
\ \ NCHMAR
\ F FIRE H
1. _252.7�
S (flat iron) 10' STREErYARD
33 4
_ — — ——E­AST``PALMER STREET (S.R. 1149)
_ 60' R/W
HATCH LEGEND
PROPOSED CONCRETE
ASPHALT PAVING 2" S9.5 ON 6" ABC
LINE TYPE LEGEND
---PROPERTY LINE - LINE SURVEYED
RIGHT-OF-WAY
- - ADJOINING LINE - LINE NOT SURVEYED
EASEMENT
STORM DRAINAGE CALCULATIONS DESIGN STORM FREQUENCY - 10 YR. C - AS NOTED
n - 0.012 RCP) RCP - REINFORCED CONCRETE PIPE
n - 0.010 HDPE) HDPE- HIGH DENSITY POLYETHELENE SMOOTH CORE. DOUBLE WALLED PIPE
EX. 12" RCP (INLET) `
INVERT EL.=248.26' 12" RCP (OUTLET)
INVERT EL.=248.07'
_
FENC
0
o \
o -
PVC ROOF DRAIN LEADER
1 % MIN SLOPE. DAYLIGHT IN
INFILTRATION BASIN AT ELEVATION
BETWEEN 248.0 AND 248.5.
I (TYP EAST SIDE OF BUILDING)
i
1 II
o
CURB CUT AND FLUME
VARIABLE WIDTH SCM ACCESS
AND MAINTENANCE EASEMENT
INFILTRATION BASIN
BOTTOM ELEV: 247.0
CITY OF R)
-WELL L
D.B. 161, F
COUNTY OF HOKE
UNITED STATES CAN COMPANY TRACT
D.B. 430, PG. 568
TIE DROP-OFF CANONOPY ROOF
LEADER INTO UNDERGROUND
ROOD DRAIN (TYP. BOTH SIDES
OF CANOPY)
CURB CUT AND FLUME
10' I � I
10' SCM ACCESS AND
IMAINTENANCE EASEMENT
II ` TOP NUT OF FIRE HYDRANT
j El.=25D.99' NAVD88
C.B. - CATCH BASIN
D.I. - DROP INLET F.F.S - FLARFD FIND SFCTION
GENERAL NOTES: GRADING PLAN
1. BOUNDARY AND TOPOGRAPHIC SURVEY BY STROTHER LAND SURVEYING. 120 EAST ELWOOD
AVENUE, RAEFORD, NORTH CAROLINA 28376. 910.875.8081. DATED: 21 DECEMBER 2018.
2. THE REFERENCED BMPS SHOWN AND LOCAL ORDINANCES IMPOSE CERTAIN CONTINUING
INSPECTION, MAINTENANCE REPAIR AND OTHER REQUIREMENTS UPON THE OWNER, AFTER INITIAL
CERTIFICATION OR CERTIFICATE OF OCCUPANCY. THESE PLANS DO NOT INCLUDE ANY
RESPONSIBILITY ON THE PART OF THE CONTRACTOR TO COMPLY WITH THOSE REQUIREMENTS ON
THE OWNER'S BEHALF.
3. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON THESE
PLANS.
4. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND
BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE.
5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY
ENGINEER OF ANY DISCREPANCIES.
6. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION AND IS SUBJECT TO A FINE.
7. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY LAND DISTURBANCE AND SHALL
INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO
TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS
ARBOLES."
8. GRADING BEYOND THE DENUDED LIMITS INDICATED ON CONSTRUCTION DOCUMENTS IS A
VIOLATION AND IS SUBJECT TO A FINE.
9. ALL EXISTING UTILITIES AND STORM STRUCTURES ARE SHOWN PER SURVEY DATA AND ARE
APPROXIMATE. CONTRACTOR IS FULLY RESPONSIBLE TO FIELD VERIFY ACTUAL LOCATION AND
DEPTH OF EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL CALL UTILITY
LOCATOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
10. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM
BUILDING(S) AT 2%(MIN).
11. THE CONTRACTOR SHALL MAINTAIN EACH DITCH IN AN UNOBSTRUCTED CONDITION AND SHALL
REMOVE FROM THESE AREAS ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER
ACCUMULATIONS.
12. TOPSOIL STRIPPED FROM THE SITE IS TO BE STOCKPILED AND USED FOR BACKFILLING ALL
LANDSCAPE ISLANDS, BEDS AND LAWN AREAS. TOPSOIL IS TO BE SPREAD TO A DEPTH OF AT
LEAST 6" AS SOIL IS AVAILABLE.
13. ALL AREAS NOT COVERED WITH PAVING, GRAVEL, BUILDING OR PLANTING BEDS SHALL BE
SEEDED AS SHOWN IN THE SEEDBED PREP. AND SEEDING SCHEDULE NOTES. (SEE THE
LANDSCAPE PLAN FOR SPECIFIC LAWN AREAS)
14. RETAINING WALLS THAT ARE LOCATED NEAR PUBLIC STREETS AND ARE WITHIN THE ZONE OF
INFLUENCE OF THE ROADWAY SYSTEM (I.E. SUPPORTING ANY PART OF THE ROADWAY SYSTEM;
ROAD, SIDEWALK, UTILITIES, ETC.) WILL NEED TO BE DESIGNED AND CONSTRUCTED AS
CAST -IN -PLACE (OR PRE -CAST) CONCRETE RETAINING WALLS.
15. ALL CONSTRUCTION TO BE PERFORMED TO THE CITY OF RAEFORD DESIGN AND CONSTRUCTION
STANDARDS.
RWM (dis
S 01°21'25" W
45.00' COUNTY OF HOKE TO N.C.D.O.T.
DEED FOR HIGHWAY RIGHT OF WAY
D.B. 772, PG. 811
EIR bent =mom N '88'27'56" W 258.18'
STRUCTURE
INCREMENTAL
INLET AREA
DESIGN
FLOW
STORM SEWER DESIGN
STORM PIPE
INVERTS
GRATE
HEADWATER
COMMENTS
FROM
TO
TYPE
'C'
AREA
�E'
AREA
I)
L
(ft)
DIA.
(in.)
SLOPE
(%)
DEPTH OF
FLAW {Fi)
ELOCI
(F/5)
CAPACITY
FULL (CFS)
INV. IN
INV. OUT
RE
AVAIL.
GRATE —0.5'
2
-
FES
-
-
-
-
248.00
2
1
RCP
10.50
-
-
-
1248.00
1247.41
RUBBER GASKETS 0 JOINTS
1
-
1247.41
-
-
6" HDPE ROOF DRAIN - APPROX 680 LF
8" HDPE ROOF DRAIN - APPROX 32 LF
P (R/W)
rn
m
LO
N
N
0
U)
RWM (disk)
CALL BEFORE YOU DIG!
NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
RTH CARO IN
811 www•nc811.org
1-800-632-4949
North Carolina One -Call Center Inc.
REVISIONS
APPROVED FOR No. DATE DESCRIPTION REV. BY
Q 19 JULY'19 LIMITS OFIT ST.LOCK, REV. BPP
CONSTRUCTION
THESE PLANS WERE USED FOR PERMITTING AND DO NOT REFLECT Q
CHANGE ORDERS OR MODIFICATIONS MADE DURING CONSTRUCTION. Q
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DRAWN BY:
Jason Galloway
CHK BY: BPP
GRADING
PLAN
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