SW6210204_Plan (Grading)_20210422

XXXXXX
X
X
X
X
XXXXX XX30'
18'
24'
18'
6'
11.1'
30'
18'
6.34'
18'
UGP
UGP UGP
TTTT
T
T
UGP UGP UGP
UGP UGP UGP
GSANSANSANSANSAN
SANSAN
SAN
UGTUGTUGTUGTUGT
UGT
UGP
UGP
UGP UGTUGTUGT
UGT
UGT
G
GG
W
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S
TTT
TT
GGGUGP
UGPUGPUGPUGPUGPUGPUGP
UGP UGP UGP
UGP
UGP
UGP UGP UGP
UGP UGP
UGP
UGP
UGP UGP
UGP UGP
UGP UGP
G
G G G G G G
G G G G G G
GGGGGG18" RCPINV. IN=267.60'
INV. OUT=267.31'
INV. IN=265.34'
UCATV
UCATV
UCATV UCATV UCATV UCATV
UCAT
V
UCATV UCATV UCATV
UCATV
UCATV UCATV UCATV UCATV UCATV UCATV
UC
A
T
V
UCATV UCATV
UGT UGT UGT UGT
UCATVUCATVUCATVUCATVUGPUGP
NORTH CAROLINA
NATIONAL GUARD
REAFORD
READINESS CENTER
FFE=268.00
T
CMU
BUILDING #1
FFE=268.14
N/F
HOKE COUNTY BOARD OF EDUCATION
PIN: 694241201021
DB 970, PG 863N/FTWIN OAKS ASSOC. LIMITEDPIN: 694240801104DB 270, PG 648N/F
FIRST HEALTH OF THE CAROLINAS, INC
PIN: 694240801087
DB 365, PG 123 TEAL DRIVE(60' PUBLIC R/W)270 270265
270270
IRF
IRF
OHPOHPOHPOHPOHPOHPWWWWWWWWWWWWINV. OUT=264.59'
18" RCP
INV. OUT=265.55'
INV. IN=265.77'
18" RCP WWOHP
OHP
OH
P
OHPOHPOHPOHPOHPOHPOHPUGP UGP
UGP
IRF
IRF
IRF
XXXX
XX2
6
5265270265265265
TEAL DR
IVE
(60
'
PUBL
IC
R
/W
)UCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVUCATVU
C
A
T
V
UCATV
UCATV
UCATVUCATVUCATVUCATVCONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCMU
BUILDING #2
FFE=268.0+/-S1°14'17"W329.72'S1°47'43"E50.00'S9°41'43"E29.30'S86°02'17"W
496.13'N11°40'43"W411.20'N86°02'17"E
580.19'266267268269 272272 270271272273273269
269
265261261
262
262 263264 2662
6
7
267
267267267
2
6
7
2682692
6
0 2612
6
2 26126226326226
3
2
6
5
264
269
267268
26
6
2662672682
6
4
26
4
263262
2682672682
6
7
263
262
261 268267268266267263262
263
264266267268269
269 267
269
268268
269268267267268269
26926726626
4266 268
269
267
267
267
267268
267267
2
6
6
266
26
7
264262
261264 268269
2672682
6
7 268268
SHWT BORING 1
ELEV.: 260.20
SHWT
BORING 2
ELEV.: 260.00
SHWT BORING 3
ELEV.: 259.50
SHWT BORING 4
ELEV.: 261.33
SHWT BORING 5
ELEV.: 261.50
SHWT BORING 6
ELEV.: 262.50
24" RCP
24" HDPE
24" HDPE6" HDPE18" HDPE18" RCP 10" HDPE10" HDPERDRDRD
RD
RD
8" HDPE
18" RCP6" HDPE
8" HDPE
8" HDPE15" HDPE
2
6
8
26
8
2
6
7
267
267
26726726626626
7
26
8
26
9
2
7
0
269
268
267
270 269
26
7
267
267
268268 268267265
262 263265263267 268 268268267267
24" RCP18" RCP18" RCP24"RCP
HP
268.00
10" HDPE12" HDPEHP
268.00
HP
268.50
1
C5.4
1
C5.4
1
C5.4
1
C5.4
1
C5.4
1
C5.4
1
C5.4
1
C5.4
1
C5.4
1
C5.4
1
C5.4
1
C5.4 5
C5.5
3
C5.4
4
C5.4
3
C5.4
3
C5.4
2
C5.4 4
C5.4
4
C5.4
4
C5.4
4
C5.4
4
C5.44
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
6
C5.4
7
C5.4
7
C5.4
7
C5.4
7
C5.4
7
C5.4
7
C5.4
7
C5.4 7
C5.4
Y10
SEWER
CLEANOUT ON
EDGE OF MOW
STRIP
Y11
Y12
Y14
Y6 Y7
Y8
Y9
Y3Y2Y1
Y5Y4
A6
A4
A5
B2 3
C5.4
A1
A2
C2
3 FT x 5 FT x 1.5
FT DEEP CLASS B
RIPRAP
TD-4
TD-51
C5.4
TD-51
C5.4
TD-7
TD-6
TD-6
TD-4
TD-3
TD-3
TD-2
TD-2TD-1TD-1
TD-7
6
C5.4
Y15
RETAINING WALL
TW = 266.00
BW=262.00
GRND=263.00
7
C5.4
6
C5.5 B3
RD
RDRDRD15" HDPE
30"
RCP
18" HDPE
18" HDPE24"
RCP
D
D
D
D
DD
D8
C5.7A
12" HDPE 6" HDPE10" HDPE
10" HDPE
3
C5.4B4
INV IN:264.0
HP
268.00
8' X 11' FILTER
UNIT (SEE
SHEET C5.6)
SUBSURFACE
DETENTION
ASSEMBLY
(SEE SHEET C5.6)
B13
C5.4
KEY NOTES
NOTES
INLINE DRAIN
TRENCH DRAIN (SEE TRENCH
DRAIN SCHEDULE SHEET C5.4)
5
C5.4
4
C5.4
1
C5.4
CAST IRON DOWNSPOUT
BOOT AND PIPE CONNECTION
7
C5.4
STANDARD CLEANOUT
6
C5.4
1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA STANDARDS.
2.COORDINATE THE PROJECT SCHEDULE WITH THE NATIONAL GUARD (OWNER), PFA ARCHITECTS
(ARCHITECT), AND ADJACENT USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT
INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF ADJACENT SITES AND
FACILITIES AND/OR THEIR OWNER'S ONGOING OPERATIONS.
3.THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM THE SITE AND SHALL
PROVIDE DOCUMENTATION THAT THE MATERIALS HAVE BEEN RECYCLED. COMPLETE THE
S.W.A.R.W.E.B. FORM AND ATTACH IT TO THE TO EACH PAY APPLICATION.
4.OBTAIN ARCHITECTS WRITTEN APPROVAL FOR ANY REQUESTED SHORT-TERM, OFF-HOUR, OR
TEMPORARY UTILITY SHUT- DOWNS OR DISRUPTIONS.
5.DISPOSE OFF-SITE WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS. IF THE SAME
PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE
ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY IS PART OF THE LAND DISTURBING
ACTIVITY. IF THE BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON,
THEY SHALL BE CONSIDERED SEPARATE LAND DISTURBING ACTIVITY AND MUST BE PERMITTED
THROUGH THE SEDIMENT POLLUTION CONTROL ACT.
6.SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR
REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION.
7.REPAIR OR REPLACE ANY ITEMS DAMAGED DUE TO CONSTRUCTION (ONSITE AND/OR OFFSITE) AT
NO EXPENSE TO THE OWNER.
8.MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT IN ACCORDANCE WITH
NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTED BY THE NCDEQ AND CIVIL ENGINEER.
9.FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURES FOLLOWING SITE
STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUT
CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE SYSTEM.
10.IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH 3 INCHES OF IMPORTED
AND TESTED TOPSOIL THAT MEET THE SPECIFICATIONS. PROVIDE DOCUMENTATION ON THE
TOPSOIL.
11.ALL SIDEWALKS SHALL HAVE MAXIMUM CROSS SLOPE OF 2%.
12.ALL ADA PARKING SPACES AND STRIPED AREAS SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION.
13.INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO CROSSING UTILITIES AS
INDICATED IN THE DRAWINGS AND SPECIFICATIONS.
14.ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE.
USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
15.PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER. IF ROOF DRAIN
PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOF DRAIN PIPING SHALL BE DIP (IN
LIEU OF PVC).
16.JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERE CONCRETE PAVEMENT
ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD SURFACES.
17.ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESS INDICATED OTHERWISE.
USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.
18.REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
19.PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY SYSTEMS,
STORM SEWERS, AND THE STORM WATER MANAGEMENT BASIN.
3
C5.4
STORM SEWER TRENCHES
CONCRETE DROP INLET
8
C5.4
DRAINAGE MANHOLE
2
C5.4 PRECAST CONCRETE ENDWALL
ABBREVIATIONS
TC = TOP OF CURB ELEVATION
BC = BOTTOM OF CURB ELEVATION
TS = TOP OF STEP ELEVATION
BS = BOTTOM OF STEP ELEVATION
TW = TOP OF WALL ELEVATION
BW = BOTTOM OF WALL ELEVATION
EP = EDGE OF PAVEMENT ELEVATION
FG = FINISH GROUND ELEVATION
FFE = FINISH FLOOR ELEVATION
RCP = REINFORCED CONCRETE PIPE
DIP = DUCTILE IRON PIPE
PVC = POLYVINYL CHLORIDE PIPE
SCH = SCHEDULE
HP= HIGH POINT ELEVATION
LP = LOW POINT ELEVATION
SW = SIDEWALK ELEVATION
FL = FLOW LINE
CONCRETE ENDWALL6
C5.5
CONCRETE CATCH BASIN5
C5.5
PERFORATED UNDERDRAIN9
C5.4
RIPRAP OUTLET PROTECTION8
C5.7
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N
AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I2020-DEC-01
NCNG RAEFORD POV & MOV EXPANSION305 TEAL DRIVE RAEFORD, NORTH CAROLINA, 28376, NCNG# 3720140172 / SCO# 18-19694-01A43358
J. LEWIS
F. SLINSKY
F. SLINSKY
PRELIMINARY PLANS
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
NAD 830
SCALE 1"=30'
60'30'
C3.0 GRADING & DRAINAGE PLAN1" = 30'