SW6210204_NCNG RAEFORD POV & MOV EXPANSION_20210422

NORTH CAROLINA
NATIONAL GUARD
REAFORD
READINESS CENTER
FFE=268.00
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)IRF
IRF
IRF
IRF
IRF
XXXX
XXTEAL DR
IVE
(60
'
PUBL
IC
R
/W
)
CONSTRUCTION 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'
269
267268
26
6
266267
2682
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
XXXXXX
XXX
X
XXXXX 28
25
25
6
24
11
6
15
20XX 3
C5.0
4
C5.0
5
C5.0
8
C5.0
4
C5.0
1
C5.2
9
C5.0
R5'
R5'
R5'
R15'
R20'
8'
1
C5.1
1
C5.1
1
C5.2
1
C5.2
1
C5.2
1
C5.1
1
C5.1
18'
30'
18'
10' TO FC
11.4'
18'24'
9'
9'
9'
9'
18'31.34'
9'
30'
PROPOSED
GUY-WIRE
RELOCATION
(COORDINATE
WITH DUKE
POWER)
POV PARKING LOT
160 TOTAL
PARKING SPACES
1
C5.2
6
C5.0
6
C5.0
6
C5.0
6
C5.0
6
C5.0
7
C5.0
7
C5.0
1
C5.2
2
C5.2
4
C5.0
B
-
9
C5.0
9
C5.0
9
C5.0
3
C5.0
7.61' TO
EDGE OF
POLE
1
C5.1
28.11' TO
FC
30'
34.6'
31.59'
2
C5.0
2
C5.2
4
C5.2
2
C5.0
4
C5.2
10'
R35'
A
-
6' S/W 6' S/W6' S/W6' S/W PORTABLE
GENERATOR LOCATION
(GENERATOR PROVIDED
BY OWNER - NIC)
10' TO
FC
30'
18'
24'
18'
6'
11.1'
30'
18'
6.34'
18'
8
C5.0
R25'
R25'
R15'
R15'
R15'
R5'
R15'
R5'
3
C5.0
3
C5.0
1
C5.1
17.41'
24'
16'5.16'
5'
20'
FUTURE
SHELTER
(NIC)
B
-
(2) 15' GATES
(2) 15' GATES
(2) 15' GATES(2) 15' GATES
TURN
DOWN
CURB
TURN
DOWN
CURB
TURN
DOWN
CURB
TURN
DOWN
CURB
1
C5.0
1
C5.0
1
C5.0
R5'
3
C5.5
3
C5.5
SUBSURFACE
DETENTION
ASSEMBLY
(SEE SHEET C5.6)
2
C5.0
4
C5.5
4
C5.5
4
C5.5
2
C5.2
TURN DOWN
CURB
6
C5.0
TURN DOWN
CURB
6
C5.0
7
C5.0
TURN DOWN
CURB
TURN DOWN
CURB
7
C5.0
7
C5.0
6
C5.0
6
C5.0
7
C5.0
KNOX
BOX
LOCATION
1
C5.3
1
C5.2
1
C5.2
1
C5.3
1
C5.3
1
C5.3
1
C5.3
1
C5.3
1
C5.2RETAINING
WALL
9'
9'
RETAINING
WALL
BASE BID
2
C5.0 ALTERNATE #2
BASE BID
2
C5.0 ALTERNATE #2
BASE BID
2
C5.0 ALTERNATE #2
1
C5.0
1
C5.0
1
C5.0
3
C5.0
3
C5.0
9
C5.0
2
C5.5
C
-
C
-
C
-
C
-
C
-C
-
C
-
C
-
C
-
C
-
C
-
C
-
C
-
NUMBER OF
SPACES
(TYP.)
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSCO AND OSHA STANDARDS.
3.THE CONTRACTOR SHALL RECYCLE ALL PAVING MATERIALS REMOVED FROM THE SITE AND SHALL
PROVIDE DOCUMENTATION (SWARWEB) THAT THE MATERIALS HAVE BEEN RECYCLED.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL WASTE MATERIALS
GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE
STOCKPILES AND/OR WASTE AREAS.
5.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURING CONSTRUCTION AND SHALL MAKE
REPAIRS AT NO EXPENSE TO THE OWNER.
6.ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADII DIMENSION IS 5'.
GENERAL PAVING NOTES:
1.RAISE ALL STRUCTURES WITHIN THE AREAS TO BE OVERLAID SUCH THAT THE TOP OF THE
STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT.
2.COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER AND OWNER IN ACCORDANCE
WITH THE OWNER'S ONGOING ONSITE OPERATIONS.
GENERAL MARKING NOTES:
1.RAISE ALL STRUCTURES WITHIN THE AREAS TO BE REGRADED SUCH THAT THE TOP OF THE
STRUCTURE EQUALS THE FINISH GRADE OF THE NEW ASPHALT.
2.COORDINATE THE PROJECT SCHEDULE WITH THE OWNER, OWNER'S CIVIL ENGINEER, AND OWNER'S
MATERIAL TESTING AGENT.
3.PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTING ASPHALT SURFACES.
4.ALL PAVEMENT MARKINGS SHALL BE ALKYD-RESIN TYPE PAINT.
5.ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS
AND THE PROJECT SPECIFICATIONS.
NOTES
KEY NOTES
ACCESSIBLE CURB RAMP
BLACK VINYL COATED CHAIN LINK FENCE WITH BARBED WIRE (8' TOTAL HEIGHT)
24" CONCRETE CURB & GUTTER (6" CURB W/ 18" GUTTER PAN)
1
C5.1
6
C5.0
8
C5.0
CONCRETE SIDEWALK3
C5.0
GRAVEL PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
5
C5.0
4
C5.0
8' TALL ORNAMENTAL GATES
ORNAMENTAL FENCE (8' TOTAL HEIGHT)
2
C5.2
1
C5.2
26" CONCRETE CURB & GUTTER (8" CURB W/ 18" GUTTER PAN)7
C5.0
RIVER ROCK WITH ALUMINUM EDGING9
C5.0
REINFORCED CONCRETE PAVEMENT
1
C5.0
8' TALL VINYL COATED CHAIN LINK GATES WITH BARBED WIRE (8' TOTAL HEIGHT)1
C5.1
6' STEEL BOLLARD WITH HDPE SLEEVE
2
C5.0
NEW LOCATION OF EXISTING FIRE PITA
-
ADD CABC STONE (SEE DRAWING C3.0 FOR FINISH GRADE)B
-
MODULAR BLOCK RETAINING WALL3
C5.5
GATE DROP BAR ENLARGEMENTS3
C5.2
4
C5.2 BLACK PVC COATED CHAIN LINK GATES WITH BARBED WIRE (8' TOTAL HEIGHT)
2
C5.5 MONUMENT SIGN
1
C5.5
CONSTRUCTION LIMITS
4
C5.5 SEAT WALL
FENCE MOUNTED INFORMATION BOARD SIGN
1
C5.3 CABLE BARRIERS
SITE LIGHTING (REFER TO LIGHTING PLANS)C
-
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'
C2.0 STAKING PLAN1" = 30'
TYPICAL CONSTRUCTION JOINT
CONC SLAB THICKNESS = 7"
ABC THICKNESS = 6"
REINFORCEMENT = 6x6 - W2.9xW2.9
N.T.S.REINFORCED CONCRETE PAVEMENT2
SLAB REINFORCING
CONCRETE PAVEMENT SLAB
ABC
AGGREGATE
BASE
TYPICAL THICKENED EDGE
COMPACTED
SUBGRADE
12"6"13"MIN6"
CONCRETE PAVEMENT DIMENSIONS
1/4"
2"7"7"5"TYPICAL CONTROL JOINT
1/4"
JOINT
2"3.5"DOWEL ROD: 18" #5 SMOOTH BAR
18" O.C. GREASED BOTH SIDES.
TYPICAL EXPANSION JOINT
1/2"
JOINT
FULL
DEPTH
7"
REINFORCEMENT
SHALL NOT PASS
THRU JOINT
1/4" WIDE x 2" DEEP
JOINT W/ 1/8" RADII.
SEAL WITH PAVEMENT
CAULK TO 1/8" BELOW
PAVEMENT ELEV
INSERT FABRIC JOINT
FILLER FULL DEPTH
DOWEL RODS = 18" #5 SMOOTH BARS
GREASED BOTH SIDES
1/4" WIDE x 2" DEEP
JOINT W/ 1/8" RADII
REINFORCEMENT
SHALL NOT PASS
THRU JOINT
NOTES:
1.ALL CONCRETE PAVEMENT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI MIN. (ASTM C39).
2.CONTROL JOINTS SHALL BE SPACED AT 10' O.C.E.W. MAX. OR AS INDICATED ON THE PLAN.
3.EXPANSION JOINTS SHALL BE SPACED AT 30' O.C.E.W. MAX. OR AS INDICATED ON THE PLAN AND WHERE
CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT.
4.O.C.E.W. REFERS TO "ON CENTER EACH WAY".
5.THE 6X6 – W2.9XW2.9 REINFORCEMENT APPLIES ONLY FOR ODD-SHAPED SLABS AND SLABS CONTAINING
STRUCTURES (LIGHTS, BOLLARDS, ETC.).
5.1.INSTALL THICKENED EDGES ALONG ALL EDGES / SIDES OF CONCRETE PAVEMENT ONLY WHERE
CONCRETE MEETS THE ASPHALT, GRAVEL, CONCRETE MOW STRIPS, AND UNBOUND EDGES.
CONCRETE SIDEWALK N.T.S.
SEE SITE PLAN
SEE SITE PLAN
8"6"4"4"1/4" PER FT CROSS SLOPE
1/4" PER FT CROSS SLOPE
1/4" WIDE x 1" DEEP
GROOVED JOINT
W/ 1/8" RADII
TYPICAL CONTROL JOINTTYPICAL EXPANSION JOINT
PAVEMENT RIGID OBJECTPROVIDE 6"X8" THICKENED
EDGE WHEN LEVEL WITH ANY
PAVEMENTS (INCLUDING
GRAVEL) AND 1/2" EXPANSION
JOINT W/ JOINT FILLER
TYPICAL SECTION
TYPICAL SECTION AT ASPHALT
NOTES:
1.PROVIDE GROOVE CONTROL JOINT 1" DEEP WITH 1/8" RADII IN SIDEWALK AT 5' INTERVALS UNLESS
INDICATED OTHERWISE.
2.PROVIDE 1/2" EXPANSION JOINT AT 30' INTERVALS.
3.PROVIDE 1/2" EXPANSION JOINT WHERE THE SIDEWALK ABUTS ANY RIGID STRUCTURE.
4.SEE SPECIFICATIONS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.
5.ALL CONCRETE SIDEWALKS SHALL BE 3,000 P.S.I. MIN. WITH BROOM FINISH.
3
6"
18"
R=1"
INSTALL 4" MIN.
DEPTH OF ABC
STONE UNDER CURB
CONCRETE TO BE
4,000 PSI MIN.
FINISH GRADE
(REFER TO PLAN)
TOP OF
ASPHALT
CONTRACTION JOINT (PLAN)
6"
4" MIN
18"
6" CURB REVEAL
JOINT FILLER
24"
18"
1"
6" TOP OF CURB
CONTRACTION JOINT (PROFILE)
N.T.S.N.T.S.1 6" STEEL BOLLARD WITH HDPE SLEEVE
24" CONCRETE CURB & GUTTER N.T.S.6
ASPHALT & GRAVEL PAVEMENT SECTIONS45
COMPACTED
SUBGRADE
NCDOT CABC STONE
INTERMEDIATE COURSE
TYPE BM-25.0B (2018)
GEOGRID (SEE ALLOWANCE)
HEAVY DUTY
ASPHALT
3.5"
8"
GRAVEL
PVMT.
-
13"
4
NOTES:
1.THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE
THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES
IN THE DESIGN PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT
NO ADDITIONAL COST.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF
WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
3.OWNER WILL ACQUIRE 3RD PARTY QC TESTING SERVICES FOR SOILS AND PAVEMENTS.
4.CONTRACTOR IS RESPONSIBLE FOR THEIR OWN QC TESTING, PROOF ROLL, AND REQUIREMENTS
NOTED IN SPECIFICATIONS.
5.REFER TO SPECIFICATION SECTION 32 12 16 & 31 10 00 FOR ADDITIONAL INFORMATION.
COMPACTION NOTES:
SUBGRADE AND ABC STONE
1.COMPACT TO MAXIMUM DRY DENSITY PER ASTM D698 STANDARD PROCTOR AND WITHIN
3% MAXIMUM MOISTURE CONTENT.
2.COMPACT SUBGRADE SOIL TO 95%
3.COMPACT ABC STONE TO 100%.
4.REFER TO SPECIFICATION SECTION 31 10 00 FOR ADDITIONAL INFORMATION.
ASPHALT
1.COMPACT ASPHALT TO 92% MAXIMUM SPECIFIC GRAVITY.
2.REFER TO SPECIFICATION SECTION 32 12 16 FOR ADDITIONAL INFORMATION.
PRIME COAT
ON STONE
(ASPHALT
AREAS
ONLY)
TACK
COAT
BETWEEN
LIFTS
26" CONCRETE CURB & GUTTER N.T.S.7 ACCESSIBLE CURB RAMPS N.T.S.8
CLASSIFICATION
PATTERN
KEYNOTE C5.0
5
C5.0
SECTION C-C
SECTION A-A
C
B B
C
DETECTABLE WARNING DOMES
RAMP WIDTH AREA
IS VARIABLE
2'-0" LENGTH0.45"R
0.02"R
2"0.9"0.4"2.35"0.20"
PRECAST CLASS "B"
CONCRETE PAVERS
DIRECTIONAL RAMP TERMINAL RAMP
A A
C
C
24"24"5'-0"
6" CURB
6:1 RAMPED SIDEWALK RAMP SIDE FLARE
1:4 SLOPED CURB
TRANSITION
30"24"4'-0"
6'-0" RAMP (1:12 MAX.)
DETECTABLE WARNING DOMES
NOTES:
1.NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/1' (1:12) IN RELATIONSHIP TO THE GRADE OF
THE STREET.
2.IN NO CASE SHALL THE WIDTH OF THE ACCESS RAMP BE LESS THAN 48" (4'-0")
3.DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN.
DETECTABLE
WARNING DOMES
DETECTABLE
WARNING DOMES
SIDE FLARE
SIDE
FLARE
CURB &
GUTTER
CURB &
GUTTER
SECTION B-B
30"24"4'-0"
6'-0" RAMP (1:12 MAX.)
VARIES
1/4" PER FT
TRANSITION
LANDING
(1/4" PER FT
SLOPE)
PARALLEL RAMP
D
D RAMPRAMP2%
SECTION D-D
6'-0" RAMP (1:12 MAX.)6'-0" RAMP (1:12 MAX.)5'-0" LANDING (MIN)
1/2" EXPANSION
JOINT W/ JOINT
FILLER AT ALL RIGID
OBJECTS
4"COMPACTED
ABC STONE
SEE PLAN
1/2" EXPANSION JOINT W/
JOINT FILLER AT ASPHALT
AND CONCRETE PAVEMENTS
1/2"
JOINT
FULL
DEPTH
INSERT FABRIC JOINT
FILLER FULL DEPTH
COMPACTED
ABC STONE
1/2"
JOINT
FULL
DEPTH
INSERT FABRIC JOINT FILLER
FULL DEPTH (18" TOTAL)
GUTTER FLOWLINE
1/2"
JOINT
FULL
DEPTH
INSERT FABRIC JOINT FILLER
TO 1" PAST BOTTOM OF CURB
(7" TOTAL)GUTTER FLOWLINE
NOTES:
1.LOCATE CONTRACTION
JOINTS 10' MAXIMUM APART
IN CURB & GUTTER
2.INSERT FIBERBOARD
STRIPS INTO EACH
CONTRACTION JOINT.
3.PROVIDE 1
8" RADIUS ON
EACH SIDES OF JOINT.
4.REFER TO SPECIFICATION
SECTION 32 13 13 FOR
ADDITIONAL INFORMATION.
5.REFER TO THE TRENCH
DRAIN DETAIL ON SHEET
C5.4 FOR GUTTER PANS
WITH TRENCH DRAINS.
GUTTER PAN
CURB
12" BELOW GRADE
CURB & GUTTER (SECTION)
8"
20"
R=1"
INSTALL 4" MIN.
DEPTH OF ABC
STONE UNDER CURB
CONCRETE TO BE
4,000 PSI MIN.
FINISH GRADE
(REFER TO PLAN)
TOP OF
ASPHALT
CONTRACTION JOINT (PLAN)
8"
4" MIN
18"
8" CURB REVEAL
JOINT FILLER
26"
18"
1"
8" TOP OF CURB
CONTRACTION JOINT (PROFILE)
1/2"
JOINT
FULL
DEPTH
INSERT FABRIC JOINT FILLER
FULL DEPTH (18" TOTAL)
GUTTER FLOWLINE
1/2"
JOINT
FULL
DEPTH
INSERT FABRIC JOINT FILLER
TO 1" PAST BOTTOM OF CURB
(9" TOTAL)GUTTER FLOWLINE
NOTES:
1.LOCATE CONTRACTION
JOINTS 10' MAXIMUM APART
IN CURB & GUTTER
2.INSERT FIBERBOARD
STRIPS INTO EACH
CONTRACTION JOINT.
3.PROVIDE 1
8" RADIUS ON
EACH SIDES OF JOINT.
4.REFER TO SPECIFICATION
SECTION 32 13 13 FOR
ADDITIONAL INFORMATION.
5.REFER TO THE TRENCH
DRAIN DETAIL ON SHEET
C5.4 FOR GUTTER PANS
WITH TRENCH DRAINS.CURB & GUTTER (SECTION)
12" BELOW GRADE
DETECTABLE
WARNING
DOMES
18" GUTTER PAN
DETECTABLE WARNING DOMES
SURFACE COURSE
TYPE S-9.5C (2018)1.5"-
HEAVY GAUGE ALUMINUM
LANDSCAPE EDGING (2-IN
ABOVE GRASS)
GRASS
7" MIN.
7" MIN. DEPTH OF 3"-4" SMOOTH
RIVER ROCK (BLUE/GRAY COLOR)
OVER DRAINAGE FILTER FABRIC
EXISTING WALL
COMPACT GRADES
ADJACENT TO EDGING
TO AVOID SETTLING
3'-5' SEE PLAN
NOTE:
INSTALL ALUMINUM EDGING END TO END IN A CONTINUOUS
LINE EXCEPT WHERE DRAINAGE BREAKS ARE SHOWN ON
PLANS.
N.T.S.RIVER ROCK WITH ALUMINUM EDGING94"24"
BLACK HDPE
BOLLARD POST
SLEEVE OVER 6"
SCH-40 STEEL PIPE
PAINTED WITH
PRIMER & FILLED
WITH CONCRETE.
1/2" EXPANSION JOINT
W/ JOINT FILLER &
CAULKPAVING
BOTH SIDES
COMPACTED
SUBGRADE
ANCHOR PIPE IN
CONC. FOOTING
(3,000 PSI)6'-0"3'-0"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
C5.0 SITE DETAILS
CL
12"FINISHED GRADE
FINAL BACKFILL(SEE SPECIFICATIONS)
L18"C
12"6"
12"
O.D. OF PIPE
O.D. OF PIPE
REQUIRED FOR:
CLASS D
SPRING LINE
MINIMUM SIDE CLEARANCE
MAXIMUM SIDE CLEARANCE
6"
12"O.D. OF PIPE
O.D. OF PIPE
REQUIRED FOR:
HDPE & PVC PIPE
CLASS B
6"
12"
DIP, CIP AND RCP
6"
12"
INITIAL BACKFILL
COMPACTED IN 6"
MAX. LIFTS AS
SPECIFIED
NOTES
1.FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2.NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3.ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4.BACKFILL SHALL BE TAMPED IN 6" LAYERS.
5.IF ROCK IS ENCOUNTERED AT BOTTOM OF TRENCH, OVER EXCAVATE ROCK A MIN.
OF 6"CHS AND BACK FILL WITH NO. 67 STONE TO THE BOTTOM OF PIPE.
No 57 STONE
WORK WELL
UNDER BOTTOM
OF PIPE.
STANDARD CONCRETE DROP INLET N.T.S.
#4 BAR
DIMENSIONS FOR DROP INLET
DIMENSIONS OF BOX & PIPE
PIPE SPAN WIDTH HEIGHT
1'-9"
3"
3"1'-9"
Y
6"1'-6"X X
6" PLAN
SHOWING POSITION OF BOLTS
Y
PLAN
W/GRATE & FRAME REMOVED
3"4"3"
3"
3'-0"H3"B 6"6"
6"
4'-0"4"3"6"HA6"6"(4"+4" ANCHORS
3/8"DIA.x 8"LG.
WELDED PIGGYBACK
STUD ANCHORS
PIGGYBACK =8")
(10)-3/8" DIA.
ANCHORS 8" LG.
WELDED STUD
2'-0"2'-8"
3'-0"
3'-5"
12"
6"
15"
18"
DOWEL
3'-0"
2'-0"4'-3"30"3'-0"
24"4'-0"6"DOWEL
SECTION-YY
SEE NOTE #26" SECTION-XX
DIMENSIONS FOR CHANNELS
4'-0"
LENGTHLIN. FT.
8'-0"
TOTAL
2'-6"5'-0"
2
NO.
2 3"x4.1"
3"x4.1"
SIZE 12"D BA H
2"3938"234"4158"
3958"
42"
3734"
2714"2"234"2712"
2912"4"2534"
30"
GRATE PLAN DUMP NO WASTE!DRAINS TO NEUSERIVERNOTES:
1.3,000-PSI CONCRETE TO BE USED
THROUGHOUT.
2.OPTIONAL CONSTRUCTION -
MONOLITHIC POUR, 2" KEYWAY, OR #4
BAR DOWELS AT 12" CENTER, AS
DIRECTED BY THE DESIGNER.
3.TWO 2" PIPE WEEP HOLES TO BE
PLACED AS DIRECTED BY DESIGNER.
4.FORMS ARE TO BE USED FOR THE
CONSTRUCTION OF THE BOTTOM SLAB.
5.IF REINFORCED CONCRETE PIPE IS SET
IN BASE SLAB OF BOX, ADD TO BASE
AS SHOWN ON NCDOT STANDARD
840.00.
6.A STONE DRAIN CONSISTING OF 1
CUBIC FOOT OF NO. 78M STONE
CONTAINED IN A BAG OF POROUS
FABRIC SHALL BE PLACED AT EACH
WEEP HOLE.
7.ALL DROP INLETS OVER 3'-6" IN DEPTH
TO BE PROVIDED WITH STEPS 15" ON
CENTERS. STEPS SHALL BE IN
ACCORDANCE WITH NCDOT STANDARD
840.66. THE FIRST STEP SHALL BE 24"
BELOW RIM OF GRATE.
8.ALL GRATES IN SIDEWALK AREAS
SHALL BE ADA COMPLIANT. V-5660-80
BY EAST JORDAN IRON WORKS OR
APPROVED EQUAL. GRATES SHALL BE
STAMPED "DUMP NO WASTE"
9.INLETS MAY BE CONSTRUCTED OF
BLOCK AND MORTAR IN LIEU OF
PRE-CAST CONCRETE. REFER TO
SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
GRATE SECTIONS
2"
WEEP
HOLES
FRAME & GRATE SHALL BE ADA COMPLIANT
(V-5660-80 BY EJIW OR APPROVED EQUAL)6"STORM SEWER TRENCHES N.T.S.4
TRENCH DRAIN N.T.S.1
5
DRAINAGE MANHOLE N.T.S.3
5'-0" I.D.
4" MIN
24" DIA
1'-0"
22" MAX.
FRAME SHALL BE SEALED
WITH RUBBER "O" RING
AND BOLTED TO MANHOLE
GRADE RINGS
AS REQUIRED
(2 COURSES MAX.)
MIN.HGT.= 3-1/2"
MIO.MAX. HGT.= 12"
CONE SECTION
HGT.= 3' OR 4'
INTERMEDIATE
SECTION
AS REQUIRED
HGT.= 16", 32", OR
48"
MONOLITHIC
LOWER
BARREL & BASE
SLAB SECTION
VARIABLE HGT.
WATERTIGHT JOINT MANHOLE OPENING AS
PER PLANS (BY MANUFACTURER)
SLOPE 14" PER FOOT
SHAPED INVERT
CONCRETE OR
MASONRY
8" NO. 57 STONE
4000 PSI CONCRETE
(REINF.NOT SHOWN)
MIN.AS=0.12 IN²/FT
TONGUE & GROOVE JOINT
WITH RUBBER 'O'- RING
OR RAM-NECK
CAST IRON RING & COVER
PRECAST CONCRETE ENDWALL N.T.S.2
1.FOR DEAD-END MANHOLES, THE INVERT SHALL BE EXTENDED THROUGH THE
MANHOLE.
2.ON THE INTERIOR OF THE MANHOLE, ALL JOINTS BETWEEN SECTIONS SHALL BE
PARGED WITH NON-SHRINK GROUT.
3.ON THE INTERIOR OF ALL OUTFALL MANHOLES, ALL JOINTS BETWEEN SECTIONS
SHALL BE PARGED WITH PRECO-PLUG QUICK SETTING GROUT.
4.ON THE EXTERIOR OF ALL MANHOLES, ALL JOINTS BETWEEN SECTIONS SHALL BE
CONTINUOUSLY WRAPPED WITH 12" WIDE WATERPROOF BITUMINOUS TAPE.
5.SEWER MANHOLES WITHIN 1200 FEET OF FORCE MAIN CONNECTION SHALL HAVE
INTERIOR EPOXY COATED.
NOTES:
METALLIC LOCATOR TAPESHALL BE INSTALLED FORALL DIP PIPE 18" BELOWFINISHED GRADE
FINISHED
GRADE
CAST IRON DOWNSPOUT BOOT AND PIPE CONNECTIONN.T.S.7
INLINE DRAIN N.T.S.6
SEE DRAINAGE SCHEDULE FOR SIZE
PVC RISER (12" MIN.)
RUBBER GASKET
PVC BODY
NOTES:
1.GRATES SHALL BE 12" DIAMETER, SLOTTED, CAST IRON, HINGED AT BASE.
2.PIPE AND FITTINGS SHALL BE PVC, SMOOTH INTERIOR AND EXTERIOR.
12" DUCTILE IRON
DOMED GRATE
IN GRASS OR MULCH
NOTES:
1.INSTALL CAST IRON DOWNSPOUT BOOT ON EXISTING
DOWNSPOUT AND MOUNT SECURELY TO WALL.
2.FINISH / PAINT BOOT TO MATCH COLOR OF DOWNSPOUT.
3.ALL BELOW GRADE ROOF DRAINAGE PIPING SHALL BE 6"
PVC @ 1.0% MIN. SLOPE UNLESS NOTED OTHERWISE.
4.PIPE SHALL BE DIP WHEN LESS THAN 24" OF COVER IS
PROVIDED.
5.VERIFY DOWNSPOUT DIMENSIONS MATCH BOOT
DIMENSIONS PRIOR TO ORDERING BOOT OR ADAPTOR.
FINISHED GRADE
FINISHED GRADE
PROVIDE ADAPTER
AND WATERTIGHT
CONNECTION FROM
PIPE TO DOWNSPOUT
BOOT.
CAST IRON DOWNSPOUT
BOOT WITH CLEANOUT.
BOOT SIZED FOR
DOWNSPOUT. BASIS OF
DESIGN: ZURN Z191-CA
OR APPROVED EQUAL
CLEANOUT TO BE ON FRONT OR SIDE OF BOOT
FINISH/PAINT
BOOT TO MATCH
COLOR OF
EXISTING
DOWNSPOUT
SCHED 40 PVC OR CLASS 52
DIP PIPE
(SEE PLANS & NOTES BELOW)
DOWNSPOUT
VERIFY SIZE PRIOR TO
ORDERING BOOT
MIN. GRADE 1 %
PAVEMENT INSTALLATION
MAIN LINE
NOTES:
PLAN VIEW AT FITTINGS
NOTE: RISER STACK SHALL BE 4" CAST
IRON. PROVIDE REDUCING WYE AS
NEEDED TO TRANSITION TO DIFFERING
LATERAL PIPE SIZE.
STANDARD CLEANOUT N.T.S.8
12" DUCTILE IRON
FLAT TOP GRATE
IN PAVEMENT
12"
SURROUND
SIDES AND
BOTTOM WITH
ABC STONE
PERFORATED UNDERDRAIN N.T.S.9
UTILIZE REDUCERS
AS NEEDED TO
CONNECT TO TEE
OR ELBOW
PVC TEE (RUN DIA. TO
MATCH DOWNSTREAM
PIPE SIZE)
GRADE ADJACENT GROUND TO PROVIDE
POSITIVE DRAINAGE TO GRATE
THE FULL LENGTH OF THE SERVICE DITCH BE COMPACTED
IN 6" LAYERS WITH MECHANICAL TAMP.
BARREL OF PIPE TO
REST ON
UNDISTURBED SOIL
COMBINATION
LONG TURN
PATTERN Y AND
1/8" BEND
SEE UTILITY PLAN FOR SIZE
AND MATERIAL
4" CAST IRON PIPE (ONE CONTINUOUS
PIECE)
CONC COLLAR
12"x12"x6" THK
FINISHED GRADE
4" ROUND SLOTTED CAST IRON,
BRASS OR CHROME GRATE FLUSH
WITH FINISHED GRADE
CLEANOUT IN PVMT
SHALL BE INSTALLED
INSIDE A VALVE BOX
WITH SEWER OR STORM
COVER AS APPLICABLE.
MUST BE 2" BELOW GRADE
STD VALVE BOX
LINE SIZE CHANGES SHALL
OCCUR UPSTREAM OF FITTING
(SEE UTILITY PLAN FOR PIPE
SIZES)
CLEANOUT SHALL BE
LOCATED ON BRANCH LINE,
UPSTREAM OF FITTING.
BRANCHLINE
CLEANOUT INCREASER
WYE
NON-WOVEN
GEOTEXTILE FABRIC
4-IN
PERFORATED
SCH. 40 PVC
PIPE
#57 WASHED STONE
1'
1'
TOPSOIL
5"
10
1
10
1
12"
CONC
APRON
SLOPE
APRON
DOWN
2%
CROSS SECTION
PROFILE
SLOPE
APRON
DOWN
2%
12"
CONC
APRON
BOTTOM SLOPE
PAVEMENT
A
C
B PAVEMENT
PAVEMENT
A
110-LF
BTRENCH
DRAIN NO.C
70-LF
20-LF
176-LF
204-LF
122-LF
INTERIOR
TRENCH WIDTH
PAVEMENT
PROFILE
SLOPE
APRON
DOWN
2%
12"
CONC
APRON
BOTTOM SLOPE
PAVEMENT
A
C
B PAVEMENT
HEEL PROOF IRON SLOTTED TRENCH
GRATE
SAWCUT FOR CLEAN EDGE. ADD
JOINT FILLER.
10" THICK 4,000-PSI
CONCRETE OVER 4" ABC STONE
ADD ADAPTERS AS
NECESSARY TO
ACCOMMODATE PIPE
SIZE
SEE PLAN FOR
PIPE SIZE
INV OUT=
10" THICK 4,000-PSI
CONCRETE OVER 4" ABC
STONE
ADD ADAPTERS AS
NECESSARY TO
ACCOMMODATE PIPE SIZE
SEE PLAN FOR
PIPE SIZE
INV OUT=
10" THICK 4,000-PSI
CONCRETE OVER 4" ABC
STONE
TD-1
TD-2
TD-3
TD-4
TD-5
TD-6
27-LFTD-7
8"
8"
8"
8"
10"
8"
6"
266.90 FT
266.80 FT
TOP ELEV=
(REFER TO
GRADING PLAN)
TOP ELEV=
(REFER TO
GRADING PLAN)
268.00 FT
267.80 FT
266.40 FT
267.20 FT
268.10 FT 1.0%
D
D
D
1.0%
1.0%
1.0%
2.0%
1.0%
1.0%
264.28 FT
264.17 FT
262.48 FT
263.53 FT
264.54 FT
265.50 FT
264.59 FT
NOTE:
HEAVY DUTY, TRAFFIC-RATED TRENCH DRAIN TO BE USED IN TRAFFICKED AREAS.
TRENCH DEPTH
8"
12"
10"
10"
12"
6"
6"
HAND FORMED GUTTER PANS AT TRENCH DRAINS (SECTION)
TRENCH DRAIN TOP TO MATCH SLOPES OF
GUTTER PAN.
TRENCH DRAIN OUTLET
PIPE THROUGH CURB.
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
C5.4 SITE DETAILS
CONCRETE CATCH BASIN5 N.T.S.CONCRETE ENDWALL6 N.T.S.
FINISHED GRADE
MODULAR BLOCK RETAINING
WALL (SEE SHEET C4.0 FOR
WALL HEIGHTS)
FENCE FOOTING
FENCE POST
#57 CLEAN STONE
BACKFILL MIN 12"
WIDE ALONG WALL
FINISH GRADE
4-INCH PERFORATED UNDERDRAIN
CONNECT TO STORM DRAINS.
(SEE GRADING AND DRAINAGE PLAN)
1-FT 1-FT
1-FT THICK ABC STONE BASE
(COMPACT)
NOTES:
1.CONTRACTOR MUST PROVIDE SHOP DRAWING OF WALL DESIGN, SIGNED AND SEALED
BY A PROFESSIONAL ENGINEER, FOR APPROVAL PRIOR TO CONSTRUCTION. WALL
DESIGNER MUST BE A PROFESSIONAL ENGINEER AND CONTRACTOR MUST BE
CERTIFIED TO BUILD THE WALL.
2.DESIGN PARAMETERS:
2.1.MODULAR BLOCKS SHALL GRAY IN COLOR, SPLIT FACE TEXTURE, AND BE MADE OF
CONCRETE.
2.2.INSTALL FABRIC TIE BACKS AND UNDERDRAINS PER MANUFACTURER'S
RECOMMENDATIONS.
2.3.PROVIDE CONCRETE CAP ON THE WALL.
2.4.FABRIC TIE BACKS SHALL HAVE A LENGTH EQUAL TO THE WALL HEIGHT.
SURROUND STONE WITH
GEOTEXTILE FILTER
FABRIC
FABRIC TIE BACKS
AS NEEDED PER
DESIGN
TOP ELEV.
BOTTOM ELEV.
GROUND ELEV.
PRETREAT FENCE
FOOTING PENETRATION
THROUGH GEOGRID
SELECT FILL REMAINING
LENGTH OF GEOGRID
3 N.T.S.
TRENCH DRAIN
MODULAR BLOCK RETAINING WALL WITH FENCE POST
NOTES
1.CONCRETE SHALL BE 3,000-PSI @ 28 DAYS.
SECTION
CONTINUOUS STAINLESS STEEL
FLASHING WITH 3/8" DRIP EDGE
DOWEL ROD AND ANCHOR PIN
4" FACE BRICK TO MATCH BUILDING
(COORDINATE WITH OWNER)
GROUT SOLID
8" CMU W/ #5 REBAR @ 24" O.C.
4" CMU BELOW GRADE
SEE STAKING PLAN FOR SURFACING &
GRADING PLAN FOR ELEVATIONS
PRECAST CONCRETE CAP -1" OVERHANG W/
INTEGRATED DRIP EA. SIDE AND ENDS OF
WALL - LONGITUDINAL SOFT HEAD JOINTS
4'-0" OC. (RAKE JOINTS TO 3/8" DEPTH AND
FILL WITH BACKER ROD AND SEALANT)
ISOLATION JOINT COMPRESSIBLE FILL
WITH SEALANT
SEE STAKING PLAN FOR SURFACING
& GRADING PLAN FOR ELEVATIONS
1' - 6"4"1' - 4"1' - 0"2' - 0"3" CLEAR1' - 4"
#4 @ 18" O.C.
(3) #4 REBAR
CONTINUOUS
MONUMENT SIGNN.T.S.2FENCE MOUNTED INFORMATION BOARD SIGN1 N.T.S.
SEAT WALL4 N.T.S.
PROVIDE A 1/2” AIR GAP
BETWEEN THE SIGN
FRAME AND TOP OF
BRICK
SQUARE PVC SLEEVE FOR SIGN POST (BOTH SIDES).
SLEEVES SHALL BE ONLY (1) SIZE LARGER THAN THE
SIGN POSTS.
CENTER SLEEVES ON THE SIGN POSTS.
SECURE POST IN SLEEVE WITH NON-SHRINK GROUT
AND CAULK AT TOP.
11'-4"
10'-8"6"4 BRICK COURSES
10"
3"
4'-0"
1'-4"
8'-61
2"
4"
8'-01
2"
4'-012"4'-612"SIGN HEIGHT
STAINLESS STEEL FASTENERS
EVERY 24", ALL SIDES
NOTES:
1.ALL BRICK IS UTILITY BRICK SIZE. NATIONAL GUARD (OWNER) TO CHOOSE
COLOR/TEXTURE OF BRICK AND POWDER COAT COLOR.
2.PROVIDE SHOP DRAWINGS AND MATERIAL SAMPLES FOR REVIEW AND APPROVAL.
3.NATIONAL GUARD WILL PROVIDE THE 4'X8' SIGN TO INSERT INTO THE FRAME.
4.PROVIDE 4000-PSI CONCRETE FOR FOOTING.
5.PROVIDE NON-SHRINK GROUT FOR JOINTS AND FRAME POST.
1/2" AIR GAP
24" X 6" CONCRETE FOOTING
ON 6" CABC STONE
3" SQUARE ANODIZED ALUMINUM
POWDER COATED FRAME
1" SQUARE ANODIZED
ALUMINUM POWDER
COATED FRAME (BOTH
SIDES)
4' X 8' SIGN PROVIDED BY NCNG
BRICK ROWLOCK SLOPED
SILL
(BOTH DIRECTIONS)
BRICK SOLDIER
BRICK
SOLID
#5 DOWELS @12"
OC
EACH WAY
NOTES:
1.INFORMATION BOARD SIGN: LOCKABLE, WATERPROOF, FENCE MOUNTED SIGN.
VIEWING ARE 12.5” X 20.5”, CORKBOARD INTERIOR B.O.D.: VERTICAL MESSAGE
CENTER, KIRBY BUILT COMPANY.
2.CONTRACTOR TO INSTALL AND PAINT THE SIGN PER THE DIRECTION OF THE
OWNER.
3.REFER TO STAKING PLAN FOR APPROXIMATE SIGN LOCATION. CONSULT WITH
OWNER FOR FINAL LOCATION.
4.SIGN FACES AND OPENS TO THE PUBLIC TOWARD WESTERN AVENUE.
INSTALL 12.5" X 20.5"
INFORMATION BOARD
SIGN ON FENCE
54"PAVEMENT
PAVEMENT
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
C5.5 SITE DETAILS