SW5220101_Plansheet (C8.00-5) - Misc. Detail_20220124

ASPHALT PAVING -,SIGN
STRUCTURE
EXPANDSION JOINT
CONCRETE SIDEWALK
/ EDGE RADIUS 1 2"
VAN
ACCESSIBLE
RESERVED
PARKINk
VAN ACCESSIBLE SIGN 6"H X 12"W
MUTCD R7-8A - SEE SITE PLAN
FOR LOCATION
1/4" DIA. X 2 1 /2" LONG TRUSS
HEAD GALVANIZED BOLTS THRU
SIGN AND POST, TOP AND BOTTOM
18 GAUGE GALVANIZED SHEET METAL
18"H x 12"W MUTCD R7-8.
COLORS1
NOTE: FOR THIS APPLICATION THE
SIGN MAY BE MOUNTED ON A POST,
THE BUILDING FACE, A COLUMN OR VAN ACCESSIBLE SIGN
OTHER FIXED MOUNTING SURFACE. (AS REQUIRED)
TYPE R7-8 SIGNS
APPROVED FOR USE
MAXIMUM PENALTY SIGN
5'-0"
71
>:
CONCRETE
LETTERS, BORDERS
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N �
1/4": 1'
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PAVEMENT
AND ARROWS - GREEN
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HEIGHT TO BOTTOM OF SIGN WHEN
AGGREGATE
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HANDICAP SYMBOL - WHITE ON
BLUE PEDESTRIAN PATH FROM CAR DOES
' . � . �' . BASE COURSE
�
6'
BACKGROUND
NOT PASS BY OR UNDER THE SIGN.
_�
COMPACTED SUBGRADE TO
MAXIMUM
BACKGROUND -WHITE
77/,
7, '� 95% STANDARD PROCTOR
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* 12"
PENALTY
MAXIMUM PENALTY SIGN
VAN ACCESSIBLE SIGN
(AS REQUIRED)
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$a50
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VARIABLE WIDTH
6 6
9"H x 12"W
TYPE R7-8 SIGNS
APPROVED FOR USE
2" FACTORY PRIMED BLACK
Jillyy- MAXIMUM PENALTY SIGN
6"
6"
COMPACTED SUBGRADE
POST
MIN.
4' MIN. CLEARANCE 7'-0"
NOTES:
1. ALL CONCRETE 3000 PSI.
*AT CONTRACTOR'S OPTION THE BASE
NOTE: FURNISH AND INSTALL AT
EACH PARKING SPACE MARKED
BETWEEN SIGN AND
BACK OF SIDEWALK
2. EXPANSION JOINTS 30' APART MAXIMUM.
THICKNESS MAY BE INCREASED AT EDGE
ACC OR VAN ON SITE PLAN
3. CONTROL JOINT EVERY 5 FEET.
OF PAVEMENT TO MAKE BOTTOM OF
4. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH
SIDEWALK PARALLEL WITH PAVING OF
ASPHALT TO CONCRETE PAVEMENT TRANSITION
TOOLED 1/4" EDGE RADIUS-
BASE GOURSE.
GRADE
d
N.T.S.
I " I 'I I
HEIGHT TO BOTTOM OF SIGN WHEN
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SET POST IN 12" DIAMETER BY
PEDESTRIAN PATH FROM CAR TO WALK
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12" DEEP CONCRETE FOOTING
PASSES BY OR UNDER THE SIGN.
CONCRETE
SIDEWALK TURNDOWN
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N.T.S.
ACCESSIBLE PARKING SPACE SIGN-
N. T. S.
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PAVEMENT 7l- 00
1 6," 2, 0", 1/8", BAD. 9 9" 3/4" HAD. 2," R SURFACET Wig'" RAD. SURFACE z~I z�
/Z" HAD. C0 11/8" BAD. 1fd °° R 1D � DESIRABLE DRIVEWAY GRADES � � �?
G," RAD. It" RAID. �� C>015= PW-U� Z
qBERM ¢ U_
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5" O,� 5" D," 5' O„ M- R"" z UJ
p rN-- T ?' N r 1 3/4 BAD. SID F- L o J *+2% GRADE WHEN * +.2`k GRADE WHEN THIS U) µ- LL, 0 J
o ,�� 6 - _) 1 � " RAD. 1, G", o .o;,G •. a , p Q THIS IS SIDEWALK IS sIDEWALK LOCATION Cr 0 ~" 4
O F-H LOCATION FLATTER o
2'-6 CURB AND GUTTER 1`-6'° CURB AND GUTTER IM=w 4 _S-,, H o pR FLATTEp +15°_QH ��
CL 15 ---
B" X 12'" DR 1$'" 9°" X 12" OR 1B"' o �s pR FLATTER - - - - - L
CONCRETE CURB CONCRETE CURB ROADWAY PAVEMENT -2% -0 R FLATTER -O% OR FLATTER
4" 0°1 PROPOSED
2 O2'-0"' �5PA-0R - -
EDGE OF FLATTER - " PAVEMENT _ 2°" RAD. 2''-0
2'-4" MIN. 1/R" RADIUS FI 1,'°-
12", n I f
4 a ® '.-. a' a a
.� 4" �! "
44''
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9 1 Z 6 MTN 7"
0 W
W
1.-WIDTH
3"� 6""
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM A B
DIST. GRADE. DIST GRADE
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*SIDEWALK LOCATION
+2%* +5%
EXPRESSWAY GUTTER SHOULDER BERM GUTTER
X 6"' MEDIAN CURB
VALLEY GUTTER
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,�
8' OR LESS 51 -D"" 2'-5'
top Nor PLACE SIDEWALK ON3
BERMS ILES$ THAN 6' WIDE. S" OR LESS 2' D" +6% 5', 6" +2%*
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1p' 4"-0�"' +4°% 5' 6" +2=a*
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SECTION VIEW OF CURBS OR CURBS AND GUTTERS
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2` -
12' & OVER 4" 6" +4-% P'-U' +2`€*
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GENERAL NOTES:
FILL 3/8 x 1" DEEP
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-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT
GROOVED OR SAWN
2 RK
MAXIMUM DRIVEWAY GRADES
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A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
JOINT WITH JOINT
SEALER
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TAINED
SATISFACTORY SUPPORT FOR THE
ABYBBENGINEER.
JOINT SEALER
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BERM
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
IF
1
1
/8" HAD. GUTTER
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JOINT SPADING MAY BE ALTERED IF REQUIREDRM
THE
o - 1F'g„ RAD. PAVEMENT
SURFACE
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*+2% GRADE WHEN *+2% GRADE WHEN THIS -' -
-
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CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
SURFACE
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THIS IS SIDEWALK 15 SIDEWALK LOCATION -
LOCATION w
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<TEMPLATES
OR FORMED BY OTHER APPROVED METHODS,
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+25r _ -'
o
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 11/2" DEEP,
6-
6 a r
-� -
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"XG" MEDIAN CURB,
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6N`'.
o °:" a °-
U-
s - " ' -
' 5'-O"
WITH JOINT FILLER AND SEALER.
SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO
PROPOSED
CURB &GUTTER L PROP.
1/2" I
- - - - - - _
ROADWAY PAVEMENT 4%- - -
- 4is-�
PAVEMENT
f_ JOINT FILLER
-
ALL RIGID OBJECTS.
JOINT
LONGITUDINAL "JOINT
TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW
OF JOINTS
SHEET 1 of a
of 2.02
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NOTES:
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1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
6 F-
PLANS OR AS DIRECTED BY THE ENGINEER.
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2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
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MOVING CURB RAMPS OR MARKINGS AS SHOWN CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
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3.
COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
gW-0 < p
WITHIN THE PEDESTRIAN CROSSWALK LINES.
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4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
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5.
REFER TO THE PAVEMENT MARKING.. PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
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PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
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6.
TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK,
7.
CONSTRUCT CURB RAMPS A. MINIMUM OF 4° WIDE.
8,
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10'% MEASURED ALONG THE CURB LINE.
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11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
SMOOTH TRANSITION.
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12,
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'X4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
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MEDIAN ISLANDS A MINIMUM OF 5''X5' WITH A MAXIMUM SLOPE OF 25, IN ANY DIRECTION.
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13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS
EY'
ELL!TO
PROVIDE PASSAGE OVER 0R THROUGHT THE ISLAND.
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14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
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THE SURFACE STREET.
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15.
CURB RAMPS WITH RETURINED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
IS PLANTING OR OTHER NON WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
16.
PLACE A 1/2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING, 848.01
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17.
PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
18.
6
CURB RAMP THROUGH MEDIAN ISLANDS, SINGLE AMP AT DAL CROSSWALKS R LIMITED R.'SITUATIONS,WILL BE HANDLED BY �PE SPECIAL DETAILS.
CU S QUG S S S G RAMPS U C OSS S O !W S G S
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT. UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN,
DIM C
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BUILD THIS PORTION OF DRIVEWAY PAVEMENT
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PLAN
DETAIL OF DRIVEWAY
2" DEEP SAW CUT
"�- EXISTING DRIVEWAY
PROPOSED DRIVEWAY PAVEMENT
PAVEMENT
METHOD OF TIE IN
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2"" DEEP JOINT AT THE POINT OF TIE-IN"
SAW JOINT' PERPENDICULAR TO EDGE OF EXIISTING
DRIVEWAY PAVEMENT.
* SIDEWALK TAPERS DOWN
5' BACK FROM DRIVEWAY
VARIABI..F. SF.E SMEET 6", 2'-0 ,
2 OF 2 FOR DRIVEWAY GRAIDESN IF��jI
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WHEN DIRECTED. SECTION C"C
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848.02I
ISOMETRIC VIEW
OVVVVVVVVtl PAY LIMITS FOR CURB RAMP
N0IFS;
I. DETECTABLE WARNING DOMES WILL COVER 2' 0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
8 DETECTABLE WARNING DOMES WILL CONTRAST V15O37LITY WITH ADJOINING SURFACE, EITHER LTGHT w DARK,
OR DARK ON L[GHT SFORIENCE. COVERING THE R.NEIRE RAMI*.
RAMP WIDTH AREA IS VARIABLE
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ISr01 2 h' CWHB V(AnPJiN_V II N GA IMA%. ,,,.. O.l}2 dNORM.I W._J�Q _ - _ - _ - _ - _ - _
T' ...`O. 04 NORM. a ua FF,.sr+,gw,NP, j'' Y ) o o 15 _ E-A ''.
� Ay A
Wu-CD
i T_ RAMP < E_ o --r
L x 4' MIN. 'Q W '.
CURB AAt ND GUTTER GR AS
SECTION mB' B o RAY DIRECTED BY ENGINEER
_.. _._ LIMITS
P-a IN RADII
5/ II"';"ON
N. 9' 5' MIN, t SIOEWhLK TOP OF
1� "n
ELEVATION CURB !. CUPIB ! ®-- 1 LU
TRAN5iTION DROP TflAN5ITPON \ l� I ---A } JY 2` fh"
CNRB I
VAREABLE. SLOPES NOT \ ? 1 „✓
10 EXCEELI 10:l 4r D'I
SECTION A -Ay
O.sr " 1G R B^ Ta
ajV 6 = T15"1AMc1 FROM OF 12 EDGE GF sSISLOPE.
TO BACK POINT OF 12 I B.3ED SLOPE.
BACK GF 51VSEWAI.K DROP fER:.OI C1 R'OR ALL
SIDEWALK SLOPES.
BACK Of''S7DEWALK DROP RECURRED POR
SIDEWALK SLOPES 0.04,
DETECTABLE WARNING DOMES
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TYPE 2A
ASPHALT PAVEMENT
PER PAVEMENT SPEC.
ASPHALT PAVING
AGGREGATE BASECOURSE PER
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PAVEMENT SPEC.
COMPACTED SUBGRADE TO
95% STANDARD PROCTOR
ASPHALT EDGE DETAIL
N.T.S.
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RADII SEE
APRON SLOPES UP
RADII
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(AS SHOWN
IN
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ON PLANS)
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GUTTER ✓
2' D"
` FACE OF CURB
••�
DRIVEWAY WITH EXPRESSWAY GUTTER
TRANSITION DRIVEWAY WITH 2'-6" CURB AND GUTTER
"
'ANSION JOINT
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PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES
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NOTE: A PORTION OF ONE OR BOTH RAMPS
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EXPANSIONS JOEN"T
(SEE STU. 840.01)
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EXPANSION JOINT
seP. STD. Bas.as
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VARIABLE - 10' SUGGESTED VARIABLE -� iD' SUGGESTED
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S:INYf WALK
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SECTION A -A SECTffpN B-B SECTION C-C
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- - - - - - _... - - - - - - - - - - - - - -
EXPRESSWAY GUTTER TRANSITION GUTTER 2'-6°" CURB & GUTTER
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4' X W GLFAR SPACE.
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MUST FALL WITHIN MITB
aaRBSSwALK LIMITS,
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OIp 7 S A R JOINT SEALER
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{,�„ GUTTER ' ,., U ,.SGRF,4CE �F
RAD /
SURFACE OF A NUTTER
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BH IWIFN RAMPS
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EDGE. OF PAVEMENT
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°
B
)DINT FILLER 1°'
SEE NOTE: 1
A
EXPANSION JOINT. CONTRACTION JOINT
SEE NOTES
2�14
PLAN VIEW OF TRANSITION
.- -.. ✓\�� .................
EXPRESSWAY GUTTER TO 2"-6" CURB AND GUTTER
NOTES:
-IN THE TRANSITION FROM 4'-a" CONCRETE EXPRESSWAY QurrER TO 2"-6" CONCRETE
CURB AND GUTTER, PLACE 1/p" EXPANSION JOINTS AT 25" INTERVALS.
PLAN VIEW
-PLACE GROOVE JOINTS 1"' DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS.
DUAL RAMPS
-FELL AND SEAL THE TOP 12" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
ANY RADII
au°c,T I - a
,POINTS WITH APPROVEDJOINT SEALING COMPOUND.
-E., I n
(4' MTN. FLOOR WIDTH)
848.05
PAY LIMITS FOR 1 CURB RAMP
i ': 821. (12:q SHAH RANIP SLOPE
CROSS SLOPE 200%
I CORD RAMPS REQOIRR A (11") MrIVIAHOM LANDRVG
mrnr A DA-11,11 cans ICAPT. A- LO.NRIT C SLOPE
OF 2.60% FORTIORI PEDRSTRIANS PRRFORM TORNINO 11AALUCERS.
SLOPE TO DRAIN TO G-R.
C+lI
DESIRABLE DRIVEWAY GRADES
BERM
A B 5'_O", 5" p", 5'm0"
*+2% GRADE WHEN *12% GRADE: WHEN THIS
Th{.,:IS IS SIDEWALK IS SIDEWALK LOCATION
LOCATION +15 (5R FLATTER -
Ai5°R OR FLATTER
+8% OR FLATTER_
-2% OR FLATTER- -8e OR FLATTER .,75:g pR FLATTER .
*SIDEWALK LOCATION
„(DO NOT PLACE SIDEWALK ON
BERMS LESS THAN 6' WIDE-}
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST.
GRADE
DIST.
GRADE
B OR LESS
5" 01,
+2%*
2" 6"
+5%
8' OR LESS
10,
2' 0"'
4'-0"
+696
+4%
5" 6"
+2%*
+2%*
12' & OVER
4'-6
+4%
MAXIMUM DRIVEWAY GRADES
BERM
A B
*1°2% GRADE WEN *+2:1. GRADE WHEN THIS -
TH:IS IS
SIDEWALK IS SIDEWALK LOCATION..
OCATION
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+16 -
5' 0 ""
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848.02
EARTH
6 -
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T/3 T/2 T/3 T/2
T = SLAB THICKNESS T = SLAB THICKNESS
JOINT SPACING = 15 FT JOINT SPACING = 12 FT
TRANSVERSE CONTRACTION JOINT LONGITUDINAL CONTRACTION JOINT
T/3 T/2T/3 T/Z
T = SLAB THICKNESS T = SLAB THICKNESS
JOINT SPACING = 15 FT TYP. FOR 8"-10" T JOINT SPACING = 12 FT TYP. FOR 8"-10" T
( ) ( )
TRANSVERSE CONSTRUCTION JOINT LONGITUDINAL CONSTRUCTION JOINT
NOTES:
1. LONGITUDINAL JOINTS ARE TIED DEFORMED BARS
2. TRANSVERSE JOINTS ARE DOWELED (SMOOTH BARS)
3. ISOLATION JOINTS (EXPANSION) AT OBSTACLES WITHIN PAVEMENT.
4. DOWELS FOR T = 8"-10" USE 1.25" DOWEL
5. DOWELS FOR T > 10" USE 1.50" DOWEL
6. DOWELS SHALL BE EPDXY COATED 18" LONG, SPACED 12" O.C.
7. TIE BARS SHALL BE #5 REINFORCING BARS 30" LONG, SPACED 30" O.C.
IN ACCORDANCE WITH AASHTO M31
1/4" /
T = SLAB THICKNESS
SELF LEVELING 1/2" ^' SILICONE JOINT SEALANT
SILICONE SEAL (1" DEEP MIN.)
POLYETHELENE
BACKER ROD
1. FOR 1/4" JOINT USE 3/8"
POLYETHELENE BACKER ROD
2. FOR 1 " JOINT USE 1 1/4"
POLYETHELENE BACKER ROD
JOINT SEAL DETAIL
PREFORMED EXPANSION
JOINT FILLER
6"_ _ 4'-0„
ISOLATION JOINT DETAIL
CONCRETE PAVEMENT JOINT DETAILS
N.T.S.
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1SAcAE m.S
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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an 20 2022 8:49 AM
REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO.
2021110321
FILENAME
2021110321-D1
CHECKED BY
RW
DRAWN BY
WHM
SCALE
N/A
DATE
12. 20. 2022
SHEET
SITE DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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STRAIGHT ARROWI
RIGHT OR LEFT
COMBINATION STRAIGHT ANq
COMBINATION LEFT AND
:zTURN
ARROW
LEFT OR RIGHT TURN ARROW
RIGHT TURN ARROW
orn
20"
........ O 4
20"
+j
u
SAME DIMENSIDNS APPLY AS FOR
THE EFT/RIGHT TURN ARROW
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COMBINATION LEFT AND STRAIGHT
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AND RIGHT TURN ARROW
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4"
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EDIMENSIONS APPLY
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AND LEFT/RIGHT TURN ARROW
++'- R2'...........
R-.2g„
MERGE ARROW
ELONGATED STRAIGHT ARROW1
WRONG -WAY RAMP ARROW
5
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CRYSTAL/RED
, PAVEMENT MARKER R `'' IFp.
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„-14
z
2
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ARROW
> oRAMP
Q Q 0
DO
AT EXIT RAMP
I
12
GENERAL NOTES:
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS.
""" """ ""' """ """ """
2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCHOACH INTO INTERSECTION AREAS.
w
i
3- DO NOT PLACE SYMBOLS ACROSS TRANSVERSE EXPANSION JOINTS ON PORTLAND CEMENT
00NORETE PAVEMENTS, UNLESS APPROVED BY THE ENGINEER,.
✓
RAMP AN
4- OONEORM ALL SYMBOLS TO THE EHWA STANDARD REFERHIGHWAY SIGNS MANUAL WHICH INCLUDES
STANDARD ALPHABETS
TO SHEETS fi TH'.RU 9i DIMENSIONSGAN
PAVEMENT MARKINGS ANDMANUFACTURERS,
AT EMIT RAMP
IUp-
(REFER
SLIGHT ABYATHESARE
NOTE;
HOWEVER, ALLLNSYMBOLSAARER REOUIREDRTOGBE APPRO'VEDDEPARTMENP7ABLE
r- WHEN INSTALLING COLD APPLIED PLASTIC ON CONCRETE, IT RECOMMENDED
SHEET 7 OF 9
TO USE COLD APPLIED PLASTIC SO TC WITH A BLACK CONTRASTING SOLDER.
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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Ray Watson
Jan 20 2022 8:50 AM
REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO. 2021110321
FILENAME 2021110321-D1
CHECKED BY RW
DRAWN BY WHM
SCALE N/A
DATE 12. 20. 2022
SHEET
SITE DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C8.01

REVISIONS
APTION
3" WIDE DETECTOR
TAPE - 16" DORY
�
0
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m n
v
�z
—#ID SOLID COPPER WIRE, SPIRAL WRAPPED
Z
AROUND PVC PIPE, NOT REQUIRED FOR DIP
/
m
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d p
PIPE
UNDISTURBED SOIL
PIPE
WIDTH
w
02
AS REQUIRED
a
BELL 0. DR MIN.
my_
BELL J,D + 2A' MAX..
HATER MAIN TRENCH DETAILS
TYPE 3 LAYING CONDITIONS
N DTE'S
1, LAYING CONDITIONS AS PER AWWA C500 AND
CC05 STANDARD',
2, BEDDING MATERIAL SHALL BE 4" MINIMUM
THICKNESS, LOOSE SOIL )DEFINED AS NATIVE
SUIT EXCAVATED FROM THE TRENCH), FREE
FROM ROCKS AND SHALL PROVIDE UNIFORM
SUPPORT FOR THE FULL LENGTH OF PIPE,
COMPACT TO 95T MAXIMUM DENSITY.
.3. INITIAL BACKFILL SHALL BE LIGHTLY
CONSOLIDATED IN MAXIMUM 6" LOOSE LIFTS,
COMPACTED TO 95X OF MAXIMUM ['DENSITY.
A: UNDER AREAS TO BE SEEDED OR SODDED,
COMPACT SUCCEEDING LAYERS OF FINAL
BACKFILL IN 12' LOOSE LIFTS TU 357
MAXIMUM DENSITY,
B. UNDER STRUCTURES,PAVEMENTS AND ROAD
SHOULDERS, CDMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 6" LOOSE LIFTS TO 95%
MAXIMUM DENSITY EXCEPT COMPACT TOP 12"
qF TO NBA MAXIMUM DENSITY,
4. PROVIDE #1D SOLID COPPER WIRE IN SUFFICIENT
Ej1D O
FRANKLIN COUNTY PUBLIC UTILITIES
LENGTH TO BE SPIRAL WRAPPED AROUND EACH
SEPARATE RUN OF ALL BURIED PVC PIPING. AT
F�/�r,�� yy
DRAWING
VALVE BOXES, BRING WIRE TO WITHIN 5 IN. OF
TOP OF BOX AND INERT INTO BOX
TILE
STANDARD WATER MAIN
DRILLED HpLE,. NOT REQUIRED FOR DUCTILE.
UC
IRON PIPE,
W-1
TRENCH DETAIL
i. INSTALL 3' WIDE DETECTOR TAPE AT 13" DEPTH,
TAPE SHALL HAVE MIDDLE FDIC LAYER.
REVISIONS
?'IPTION
CORE MANHOLE WALL AND
INSERT RUBBER BOOT,
GROUT ANNULAR OPENINGS
SOLVENT CEMENT GROSS7
RUBBER BOOT WITH S_S, HANDS
ADAPTOR';
PVC; SDR PIPE-SCH 40 PVC ADAPTOR
DIP: DIP TO PVC SCH 40 OMNI COUPLING
�MINIMUM IIS' JOINT, DIAMETER
AS SHOWN ON PLANS
STAINLESS STEEL STRAP
y WITH S,S, EXPANSION LAG
BOLTS 115 (7_U, 1ST STRAP
„I TO BE LOCATED AT TEE V'
EXISTING _W
SANITARY SEWER( Of
PVC SCH 4D BEND 'y
ANGLE TOWARDS INVERT GUT
L'v DR 5'_ J
4" SERVICE CONNECTION TO
EXISTING OR NEW PRECAST MANHOLE
N.T,S.
NOTES'
1, ALL SERVICE PIPE SHALL BE SCH_ 40 PVC.
2, ALL SERVICE ENTRANCES SHALL BE CORED AND BOOTED.
3. LIMIT NO OF SERVICES INTO MANHOLES TO TWO(2) FOR
4 PIA MANHOLES & THREE(3) FOR 5• DIA_ MANHOLES.
4. INSIDE DROP SHALL BE SAME MATERIAL AS SERVICE FOR
ENTIRETY,.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING# ,SET SERVICE CONNECTION
5-15 TO EXISTING OR NEW
PRECAST MANHOLE
REVISIONS
RIPTION
}
24"LI
24"0
p "0
FF .
FLAN VIEW
24"0 CAST IRON
CONCRETE RISE
RING & COVER (TYP,)
BROUGHT TD CRADEI�
36 u
x
;.T 4"0 PVC TEE
4DOOPSI #57 STONE
CONURETE SECTION VIEW
REVISIONS
7'IPTICIN
STAINLESS STEEL
WRAP AROUND SLEEVE
THRUST
BLOCKY
SOLID A' CONCRETE
BLOCK W/ STONE
1000 GALLON GREASE TRAP
NOT TD SCALE
FRANKLIN COUNTY PUBLIC UTILITIES
1RAWING #
1,000 GALLON
S-17 GREASE TRAP (DETAIL
61'. .0" THICK
'CNCRETE PAD
AST IN PLACE
,Ri^P-RE-CAST
I'
ECRE8-1YPE ADJLISTABLE
CAST IRON VALVE BOX,
SEE DFTAIL W-5
TAPPING
VALVE
TAPPING SLEEVE AND VALVE ASSEMBLY
N,T S,
NOTES
1) TAPPING SLEEVE SHALL BE STAINLESS STEEL
WRAP -AROUND DTYPE AS MANUFACTURED BY
FORD, MUELLER. OR ROMAC.
2) PLACE TAPPING VALVE UN 4' CONCRETE BLOCK.
PLACE BLOCK DN b" COMPACTED 4D7 STONE,
HACKFILL AROUND SLEEVE AND VALVE WITH STONE TO
TOP OF PIPE.
FULL CIRCLE SS BODY AS MANUFACTURED
BY 5MPH/3LAIR UP ROMAC
NOTES,
1,)INSTALL MARKER POSTS ON EDGE OF THE
DOT R/W LINE,
2-)PROVIDE MARKER POSTS AT ALL LINE VALVES.
3,)ABBREVIATION 5 STAMPED ON POST AS FOLLOWS:
MV = MAIN VALVE BD=BLEW OFF VALVE
PLATE W/DIRECTIONAL
5 112' ARROW POINTED TO
VALVE TO NEAREST
_5 112FOOT, � 9
BRASS MARKER 2" BRASS MARKER
PLATE PLATE W/ANCHOR
]/A- CHAMFER
AT EACH CORNER
EXISTING
GROUND
I _—IIIII- _
1111�11111= -=1111�=11111IIIII
`~ I
REINFORCEMENT
:,—... (BARS
2 CUBIC FEET
CONCRETE MINIMUM
VALVE MARKER POST DETAIL
N.T.S.
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
TAPPING SLEEVE
-3 AND VALVE ASSEMBLY
REVISIONS
FIPTION
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FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING # 4" SEINER SERVICE CONNECTION
S-5 WITH CLEAN OUT DETAIL
(NEW INSTALLATION)
1} SEE DETAILS W-13 FOR
RESIDENVjML SERVICE
REQUIREMENTS
PEAK VIER,1,
.2) SEE DETAIL it-16 FOR
METER BOX
PERMANENT TER
METER EASEMENT
REQUIREMENTS
STANDARD �ULTIPLE
BRANCH R SERVICES
FRANKLIN
COUNTY PUBLIC UTILITIES
DRAWING #
STANDARD MULTIPLE
W 14
BRANCH SERVICES
REVISIONS
�IPTION
#10 SOLID COPPER TRACING WIRE
(PVC PIPE ONEY)
NOTES:
1,)INSTALL MARKER POSTS ON EDGE OF THE
DOT RfW LINE.
2.)PROVIDE MARKER POSTS AT ALL LINE VALVES,.
3.)ABBREVIATICINS STAMPED ON PDST AS FOLLOWS.
MV = MAIN VALVE BD -BLOW OFF VALVE
PLATE W/DIRECTIONAL
5 1/2"
—5
�ARRGW PGI NTED TO
1 f2�.� VALVE TO NEAREST
FOOT
BRASS MARKER JI2" BRASS MARKER
PLATE / PLATE W/ANCHGR
IVl
1
1
✓
-� 314' CHAMFER
AT EACH CORNER
EXISTING
GRoulva
=1111€IIIII
II G/
� I JAIL IIIII-IIII�IIIII
a
l l --�, .� 2-No, 3
-'- REINFORCEMENT
•�
BARS
�.. 2 CUBIC FEET
CONCRETE MINIMUM
VALVE
MARKER POST DETAIL
N,T,S,
18"" 18"x8" THICK
CONCRETE PAD 1/2
CAST IN PLACE T
CAST IRON VALVE BDX
(SEE DETAIL W-5)
2" SECARE
OPERATOR NUT
MECHANICAL JOINT
GATE VALVE
NDTE.
ALL GATE VALVES SHALL
I WNWBE PLACED ON A 4 INCH
CONCRETE BLOCK,
NOTES'.
'I, PLACE GATE VALVES ON 4" CONCRETE BLOCK.
2. WHERE PVC PIPE IS BEING INSTALLED, G IN, OF
COMPACTED #57 STONE MAY BE USED IN LIEU
OF THE 4' CONCRETE BLOCK.
GATE VALVE ASSEMBLY
N_T_ 5
NOTE
1. BRING 110 SOLID COPPER AIRE TO WITHIN
5" OF TOP OF BOX AND INSERT INTO BOX
THROUGH DRILLED HOLE..
FRANKLIN COUNTY PUBLIC UTILITIES
MWING #
GATE
W-2 VALVE ASSEMBLY
�2D.125'�
1IIIIIIIIIIIIIIIII0
25"
5.25.�
2s"
SECTION D-D
WIIN, AVG. WGT,.
FRAIyIE
50 LDS,
COVER
20 LBS,
B25
[71
A
Lw'
SECTION B-B
5.75" - 5 7S" *ATER METER 13OX DETAIL
7:zs" N,Ts'
SECTION A -A
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
3/'41 AND 11 'WATER
W16 METER BOX DETAIL
REVISIONS
SIP, 1 DESCRIPTION DATE BY
MIN EXCAVATED
NOTE:
BEDDING AND
BACKFILL SHALL BE
57 DR #67 STONE.
4x MI KIDDING
IJ I I-11 �I I I ..III-1 I I-1 I I ...III-11 �I I I ..III-1 I I
SANITARY SEWER MAIN TRENCH DETAIL
N,T,5
NOTES:
1. BEDDING WITH STONE TO SPRING LINE FOR DEPTHS UP
TO 12'. BACKFILL WITH STONE TO TOP OF PIPE FUR
DEPTHS GREATER THAN 12".
2, UNDER AREAS TO BE SEEDED OR SODDED, COMPACT
SUCCEEDING LAYERS OF FINAL BACKFILL IN 12" LOOSE
LIFTS TD 95% MAXIMUM DENSITY,
3, UNDER STRUCTURES, PAVEMENTS, AND ROAD SHOULDERS,
COMPACT SUCCEEDING LAYERS OF FINAL BACKFILL IN H"
LOOSE LIFTS TO 95% MAXIMUM DENSITY" EXCEPT CDMPACT
TOP 12"` OF SUBGRADE TO 95 % MAXIMUM DENSITY
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING #
SANITARY SEWER MAIN
S-1 TRENCH (DETAIL
VIM
PIPE
HIM
III-ITGIT�
TRENCH WIDTH
�Ii
PRECAST CONCRETE
VAULT
ROL
I 12
12 V4T STOW
T1ECpNG
—A,
vwu
� S[x eR PyC
L!E 1G EMST, I
FTAP VALVE
FIRE SEIMCE
S.S. ALL- [TER
TE h]IRS
CWFYNCSTRAINER
CPENND ARMS
`L' FL, DRARN
FIRE SERVICE METER MAULT
F,5 R LAYOUT
iR
Lea
DOOR
DOOR
� STAe RCF.
I SW ELEY.
ii/ ", N
NOTES, FRANKLIN COUNTY PUBLIC UTILITIES
I, METER )SSEM3lF S.. TIE
NEPTTAyE . PTIOTECTuS u
CR WI,LL. DRAWING #
.EACTa oNY� FIRE SERVICE
!AITTT� E 9T:E 6 TxFN LINE METER VAULT (SIZE VARIES)
�M�ETTEE W�' LAYOUT AND SECTION
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1SA.cA.D. ME
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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y Watson
An 20 2022 8:50 AM
REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO.
2021110321
FILENAME
2021110321-D1
CHECKED BY
RW
DRAWN BY
WHM
SCALE
N/A
DATE
12. 20. 2022
SHEET
UTILITY DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C so2

NEW ASPHALT
2" TYPE SF-9.5A
Ili
1'-0" FEATHER
��" 8" ABC STONE OR
EXISTING 6" B-25.OB, BLACK BASE
SUB -BASE
1'-0" TYP.
/
UNDISTURBED SOIL
BACKFILL, TAMPED
IN 6" LAYERS.
PIPE
DIAMETER
+ 18 INCHES
ASPHALT PAVEMENT PATCH
NEW CONC. TO
BE 4000 PSI SAW CUT & REMOVE
EXISTING PAVEMENT
1 " DIAMETER
SMOOTH BAR 1'-6" g„ BORE 1 1/8" DIA,1'-0"
EXIST. CONC. TYP' ON CENTER ALONG CUT
2
6" COMPACTED
ABC STONE
BACKFILL, TAMPED
IN 6" LAYERS.
0
a
CD
N
00
N
N
O
N
0
N
'EXPANSION JOINT MATERIAL AND
MASTIC SEALANT, AS REQUIRED
- 1'-0" TYP.
y UNDISTURBED SOIL
d
PIPE
PIPE
DIAMETER
+ 18 INCHES
CONCRETE PAVEMENT PATCH
CONCRETE/ASPHALT PAVEMENT REPAIR
N.T.S.
REVISIONS
SYM, DESCRIPTION DATE BY
BALL BALL
VALVE VALVE
[jWON uNIoN
TEST
CbCK Ll
y I
12'
"HEAT SOURCE RECUMMLNUEE7
CONURETE EwSE
NOTE.
�^ PITGH MLI5T REMAIN OPEN WNTIL HAUK F LOW
15 INSPECTED M INATER RESDURCE5 PERSDNNEL
I, THE BACKFLO* DEVICE SHALL BE *THIN 5' OF AND ON THE PROPERTY SIDE OF THE METER,
— FOR DOMESTIC IRRIGATION THE BdC.KFLOWj DEVICE SHALL BE WITHIN 5' OF THE METER,
2, ALL REDUCED PRESSURE BACKFLOWT DEVICES SHALL BE INSTALLED ABOVE GROUND
IN A HORIZONTAL POSI7ION-
3. SHUT OFF VALVES SHALL BE FULL PORT, LINE SIZE, LEVER TYPE. AND 1 f4 TURN
BRONZE BALL VALVES,
4, DEVICES SHALL HAVE TWO RESILIENT SEAT BRONZE UNIONS BETWEEN THE SHUT OFF
VALVES FOR REMOVAL OF THE DEVICE,
56 THE DEVICE SHALL HAVE 4 TEST COCKS WITH ONE BEING INSTALLED ON THE CITY
SIDE OF THE INLET BALL VALVE-
6, APPROVED UNITS[ WpILKINS, WATTS, FEBCO. CONBRACO
7, APPROVED ABOVE GROUND ENCLOSURES; 'HOT BOX'. HYDROCOWIL. SMI, OR BFP
PRODUCTS MOD, BOX MUST HAVE DRAIN,
6, TANDEM BACKGLOWIS REQUIRED IF SERVING MULTIPLE USERS OR SERVICE CANNOT
BE INTERRUPTED.
9, MUST BE TESTED UPON INSTALLATION OR PRIOR TO PUBLIC USE,
FRANKLIN COUNTY PUBLIC UTILITIES
DRAWING # 3/41 - 2' REDUCED
W-20 PRESSURE BACKFLCW
PREVENTER
'J
1SAcA.D .. ME
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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ay Watson
In 20 2022 8 : 51 AM
REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO.
2021110321
FILENAME
2021110321-D1
CHECKED BY
RW
DRAWN BY
WHM
SCALE
N/A
DATE
12. 20. 2022
SHEET
UTILITY DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C8.03

z z VARIABLE z'
TOP OF 1111 "TOP OF PILL. TOP OF FILL C? FLE.XIBLE, PIPE �, �
� Cl') � Cl') dRI.VEWAY WIDTH
d F- . r OR H
d C.S 2 213 x 2. corrugation 2 213 x. 12 corrugation <" FLATTER SLOPE �d F =
GROUND LINE �.� GROUND LINE H GROUND LINE. H ", 0 ROU11U OOrr Qat Od Steel Pipe IR OLIn11� pO rrOOatEO Aluminum iOGl Pipe LV_.."..Y Cr0 ..,.! C1,., 0 z
001) Diameter Minimum cover Maximum Height of Cover Cfeet) Diameter Minimum. cover Maximum Height. of Cover (feet) 00155RIVEWAY PIPE DRIVEWAY PIPE Cu7C_d"j
,";'r„ .,_„�. '- — --'-- �rrl�,�.,+,®,r"_ r�,._r"_+ra_ — —. ---'— _,+ L'upU,.» inches inches. (Ga) 116 14 12 f0 8 (inches) inches ICE) 16 14 tit iq B w.C]C.zw TR ILYNG APPROACH w ow
rr_rr+-rrr_ d d d
-. r Irr, •- - '- rrr d S d S .�. 3
cc
(D 12 12 204 256 12 12
GOMPaCT aF TER d F- = *'"" 15 12 162 204 15 12 198 123 174 224 275 `'� F- = *-'"
LACED � � � PIPE IS AFTERn F- z �- z DRIVEWAY PIPE TYPICAL SECTION �- H-z"
COMPACT AFTER _.
PIPE as P _ e- "^—'.. - — — - - — - Uy F.".. 0 1 B 12 135 1 £9 239 18 12 81 102 144 187 228 U) F- 0 CD IE^ 0
r rx S ui
PRIOR TO irr
/ PLACEMENT OF -x PE 2 '"" " PLACEMENTOOF 0 � d 21 12 115 145 2p4 21 12 69 87 123 160 195 � G7 � d E r, 0 C7 C y d
FILL GEOTExTILE L. - FILL z .+'-'i z. .+'-'i rq"5'G'E6t SL.Ok' 6:1 OR z NOI
IlCr r
3
:.: „'"' 2a T2 900 126 17B 2a 12 6p 76 10B 139 171 .D
y, `+r 95 123 151 OR Ft. LA7TEp
Errr +rune n+ c. lR 'MIN. F- > 30 12 79 100 142 27 12 67 F_ > 6:1 w _ r - _ MSLOPE )-
NOT LESS _ '- tL. 36 12 65 83 117 152 30 12 60, B5 111 136 tL '" '- C1. .t4c,,A�
T.O..(O MIN. I.C.6. MIN. rru ®. ,=r +r+=na xr._ r,r �.ru =arr_ P'HAN 6"" r , "a ,,,,:ar+_ rrr �r"_:Ter'— EARTH f wL'7 Ali���.. .� I....
NOT LESS tEBAN G.Y ,,,Orr- +"+ _ _ e w r, 1 ». .. » ,. ,. ..-...^°. ry r. s, m, - - a. "e u - 1 Yr r w
_ 42 12 55 70 100 13'0 160 36 12 50 71 92 113 6 MAX. 6 MAX, "
B' N01' LESS THAN S" BUT NO' RLEGS GOT74 AN., �12^ 9 42 12 60 78 96 S
C.D. ^ 3' NOR MORE. THAN 24 46 12 *%6 61 67 113 13'
NORMAL EARTH FOUNDATION ROOK A B D.;
As DIRECTED BY ENGR. C.D. + 9' 54 12 54 77 100 123 48 12 52 68 84 i JOINT
-- The John R. McAdams Company, Inc.
ROCK FOUNDATION 60 12 69 90 111 54 12 46 50 74 ----- i r FILLER r D B A w
UNSUITABLE MATERIAL FOUNDATION 66 12 61 100 60 12 50 62 - - -__-- -_ 2905 Meridian Parkway
PIPE IN �„ TRENCH 72 12 74 91 66 12 51 --- - - - -�� ,g--- ----- CL
TOP OF FEEL TqF OF FILL. TOP OF FILL 76 12 61 72 12 41 I Thy I T 'L� PIPE 3rr I TU L Durham, NC 27713
$4 12 69 � F' L. _ I � PIPE T � I � �
1= "* FOR (DIFFERENT CORRUGATIONS AND ARCH PIPES REFER. TO =' H pC
H H H 0 ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. 0 GROOVE INSTALLATION TONGUE INSTALLATION Cw3 F 0 phone [phone]
(D SIDE VIEW 0 � fax [phone]
�1 REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS �J � z LU to
GPOUND LINE GROUND LINE
license number: C-0293 C-187
MIN. o.D. nalN. 0. D. MIN O.D. Mrs. G.D. CSP - AASHTO M36 _j PZPE-
ORDURE LINE — TYPE 2 ,. d CARP - AASHTO M196 d CIO d
GEOTExtiiLE ..."».. ........» .� CC'. Iw HOPE - * (Minimum fill) 2" for pipe diameters = 12"' and _5 60"" ��� � 4 -- - ¢'C � C�
- - axgmum fil ) _ HOPE - AASHTO M294 'UL
crrr, Yri_ _!qlal, .uY_ ( 1 Cc —,�
- Ir-, PVC - ASTM F949 or AASHTO M304 ® 1Z COMPACT AFTER 17 for pipe diameters 30 and 6O WWW.mcadamsCO.COm
® � M l' 20` -Por pipe diameters � 24"' H , '•"
_ -IPnPE IS PLACED 1" r i e iN
rmm , .
To a> - -
C1
ft PRIOR TG ,M rc ", rr CC' 2 W D .'+p 0
MIN. PLACEMENT OF W W _ _ _ _ _ _ _ _ _ W
NOT LESS THAN G° +a-,ar=.+ r" -;. ,rr=,u--nr F%LL -,r+-a, r _sr PVC - (Mi,nn.911UfR fill) 2' for pipe diameters 12'" a..frtl 5. 36 NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING C;3 ---- - - - -- -', d
r - I.n.fS MIN.rr .•- r - AS DIRECTED 0,, IL q-" * (Maxi p p _ ' � � - ,. -- + H-
�rrr .mum fall.) 3p' for e d;,aR,eters > i2" and <. 36' AASHTO LR.Fd BRTd'GE, DESIGN SPEGTFICATION:S.� CLIENT
COMPACT AFTER O. n. .,. 2' I.T. LE MIN. NOT LESS THAN 6 MIN. O.E7. M3N. O, D. EY ENGINEER z. CL w z CL G.i
PIPE IS
PLACED NOT LESS THAN 6 O.D 2' 40 E CC_ '� T T PIPE �. d (y. w
s PR..9OP To 11�� z" SS THAN
off 'fi' I" MINIMUM COVER FOR ALL SIDE DRAIN PIPE H 5 6' E- 001
PLnCEMENr of Eur NOT LESS rwAry 12" CF) FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE U) , L END VIEW U)
FILL NORMAL EARTH FOUNDATION( ROCK FOUNDATION NOR MORE ,THAN 24' UNSUITABLE MATERIAL FOUNDATION � TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS L. � _j w BODDIE-NOELL ENTERPRISES, INC.
PIPE ABOVE GROUND
>- IC s- Ip N^d >- iiJ �
�' RIGID PIPE �' LL PLAN VIEW J Or P.O. BOX 1908
GENERAL., NOTES. J
DC NOT OPERATE HEAVY EOUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS d 0 POP - * Minimum fill 1' 'for Class IV &. CLASS V d 0 d Q z ROCKY MOUNT NC 27802
1. 1). = 1'L9E MAXIMUM M10RICONT'AT INSIDE: DIAMETER DIMENSION., BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET' OR APPROVED MATERIAL. 0 'X ( ) 0 'X 0 �.' ,0+ T
Cc 2' for Class III. &Class II'. REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS pC CJ
O.D. - THE MAXIMUM HORIM�asLOREbNTAL u'JEfBTflOaLDIAMETER
ADIMENSION. — • — - - SN'RfNGLSNE OF PIPE �" �" Contact
iii (Maximum fill) 10' Class II pipe RCP - AASHTO M170 iii ISOMETRIC VIEW H-
H THE FILL HEIGHT IN'T ® SELECT SACKFILL MATERIAL CLASS III OR CLASS IT, END TREATMENT DIMENSIONS COI PHONE: [phone]
BELOW SPRINGLINE. 2p' Class III pipe 'd
ALONG
THE PIPE FROM THE:. TOP OF THE PIPE TO THE TOP 3ro` - Class IV pipe OF THE EMBANKMENT AT THAT POINT' p p D L W T'S Tb T{,a A B U
APPROVED SiJI7ABN.E. LOCAL, MATERIAL,. ABOVE SPR%NGL,INIE. 40' Class V pipe w
TAKE CARE To FULLY COMPACT' HAUNCH ZONE OF PIPE BACKFILL. ,ram -,+ UNDISTURBED EARTH MATERIAL NOTES:: FILL HEIGHTS SHOWN WERE CALCULATED USING 15" 7' 6r' 19" 4,t 4rr 6" 173N4" 2O�$r' NOTES: CL
(For fills > 40' & < 80` use LRFD Direct D'�s..ign Method) +
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS r, ," 1. CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9r
FOOSPLY PLACED SELECT LEA MATERIAL CLASS III OR CLASS IT, TYPE 1 SELEO7 MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE 18r^ Gr-O.rr 2Srr 4r" 4rr 6+'' 211� 2.'�? EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
FOR PIPE REDOING LEAVE sECTIDN. DIRECTLY BENEATH PIPE wI"N'H rYPE 2 GEOTExr%LE a3 DIRECTED BY THE ENGINEER. SHEET 2 OF' 3 *' FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE SHEET 3 OF' 3 3/4".
SHEET 1 OF
ACCOMKISHUNCOMPACTEOCOMPAS ACTIONIPE EarzNO AND EaCKFI L.I.. WILL ey ry. . � TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE MINIMUM V WITH ER roRTHE L STANDARD L SIDE DRAIN
PECIFICATIONS a7 V' 24" 12'-6" BO rr 4rr 4rr 6" 27T>r8" 32„ 2, CHAMFER'. ALL EXPOSED GARNERS 310 • 02
Y°'RAME, GRATE AND 1iQOO GENERAL NOTES: .a77 VV � .7V � c
RACK OF CURB SEE STD. NO. SAO.O3 USE CLASS '"B'" CONCRETE THROUGHOUT, ISO �" � CI') Q C!?
>_ EXPANSION JOINTS >_
X PROVIDE ALL 'CATCH BASIN'S OVER 3'-6" IN DEPTH WITH STEPS 12" 1 d d 43 NOTE: USE TYPE ""E" "F" AND "Gil GRATE', _ d
tee`^ ON CENTER. USE STEPS WHICH COMPLY WITH srg. DRAWING 840.66. zd� 6°, E� 4'-6,r 4"m6„ zd� UNLESS OTHERWISE NOTED. P �14 7F F
TOP ELF..VATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 04 BAN DOWELS AT F..+�f3 z �f3 � �� � � z �
.a' •.c ,... tit' CENTERS AS DIRECTED BY THE ENGINEER. LI-J r-" 6" O' LI-J r-" LL,_,a i--p
Y Y CL z #4 BARS "V"" STD. 840,03 FRAME, CL z �! CL
P 'cc
^- USE FORMS PON THE CONSTRUCTION OF THE BOTTOM SLAB, 0 co = @EQUAL SPACES �C� Cf7 � � Q Ci?�'
'v- A "o AS SHOwNIF 00NEST0�NNOFTS4gIPE O0"IS SET IN BOTTOM SLAB OF EDx, ADD TO SLOEScc S 112 11�2 GRATE &, Iip00 ... y.•.— F-- C,j C7 ryc1tJ' 21✓8r hUU •-• 'd d
8 I_
, —.—.—� ® "A 6"' FOR TYPE IN HEIGHT AIND "G"' GRATES UNLESS OTHERWISE INDICATED. H. »II•' F-- z SI I "',� '✓ F-. »II I-" 4AJ r^� Nl F_ 1"" � uj
USE TYPE E
, ] <
:.La° FOR: TO 1IN HT OR LESS USE G WALLS AND., BOTTOM SLAB'. OVER. ("-"" i,I.. --N Y -•'' ("-"" 11.» -._.i - - - ,- 1-^^ LI.. 0 -.,1
V v QUANTITIES ACCORDINGLY. HT USE R" WALLS AND ACTION SLOE. ADJDST Gi 0f) m,., �, �,, I� E",.Or, Gi GO dr. �.... _ SECTION - LL SECTION - Wflh1 C7 C0 C
E:1
e _ I, _ A
ip :... „ CONSTRUCT WITH PIPE CROWNS MATCHING. }-> - PLAN F_: A �� A. ALIGN FRAME WITH INSIDE 13�FG"" F:
EL co PLAN 3„ .SEE NOTE CHAMFER ALL EXP08EO CORN E:RS ,", *",C7 a ¢ R.. CURB AND GLITTER WITH CATCH BASIN ON STEEP GRADES w Li Cam. EDGE OF WALL TO ALLOW W
° m m a ` FAR VERTICAL ADJUSTMENT P,"
TOP ELEVATION - SECTION''. X.
-X DRAWING NOT TO SCALE.. r'. EL TOP
rr
WALL. SECTION
USE ON FLAT ELEV. EXPANSION JOINT � 1 W
'GRADES 24m. AND 11NQER
SECTION - BB T W
TOP ELEVATION P J
"- ,. ,...- _ -• FRAME. GRATE AND HOOD
:. A SEE STD.NIO. 840.03 STEPS - STEPS STD. NCD. EaO.. EE SECTION - PP SECTION'. - NN
STD. NO. 540�. GG � °°� DEPRESSED GUTTER LINE ��', W
- _ - S EXPANSIONJOINT P I II I PLAN G' i- s" TOP ELEVATION PLAN OF TOP SLAB SECTION S-S' FRAME„GRATE, &HOOD ASS'Y +� G
pCr ELEVATION �. I Tv� 0 p cn
- - e'
�° n E .�,. :�a. .q. A ,.,. E=- NORMAL CURB AND GUTTER ON LIGHT GRADES L= ��----- L-
DO
v' F-►I a
.P •rr�9�
V. - ° z w NORMAL GUTTER LINE (L "
F 6^ Ia"I Id- EXPANSION JOINT 6,.
Q z O°` E #S ,,W," ®ORS ra4 BAR 3' 0^^ m uy 13j^ r, < 'd
SECTION -Y .P c s �t &" TOPCL 0
9
D a A , V,,, ev USE ON GRADES OVER ? ELE,V. CC' '� °}ri z
6 °,
@ EpUAL PALE 13� ICY
g K ----K -
VAIRIES - ,....y s °. ��.. CC �,,."i L0 MAX.I SED TER LINE CE < L� L IR7 =6, CC LU < m V
v °e ° rr n „ " I c�" I EXPANSION J4TNT 1 ©„ I � 6EPORE'S:. Gpr.., 6.r�i SECTION - AAA � < � z
RISER w�T" #4 BARS IJ ,, , "° w- -a z. �
T SECTION J-J I DOWEL � � L � � � � � � •
6' U) 2. ELEVATION U) LU �� F-- • /�
'ill 2 1, LU
Wt#ERE BO" TO 3O" PIPE 25 USEp C), .,, 7" T "T°3 E° Z
° SEE NOTE SECTION 141-IM SECTION R NORMAL CURB AND GUTTER ON STEIEP GRADES C'J Oy z
WHERE 42" TO 54"' PIlPE, IS USED }- >- � -IMF PLAN >- +', 0 •
WHERE 30" TO 36" PIPE IS USED , �.,i w^^ d" r SECTION - JJ r,[
MINIMUM DIMENSIONS AND QUANTITIES FOR, CONCRETE CATCH SASIN(SASED ON MIN. HEIGHT H, iMITH NO flISEflp LU
a- DIMENSIONS OF BOX AND PIPE COVER CU.YDS. GONG. IN BOX DEDUCTIONS ®. � 5✓8r` '
R�pERSHT. � � �.' �+ri � �' � � °' 3, A7�r" � CJ'I
. r
PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT' UTMENSION BARS-U� BARS-V EARS �W T'OT'AL TOF BOTTOM r(IT CPI9T". ONE PIPE Q � � � 1�611,(S , 1/201 d I�
,.. _ .,,,, _ J v•� - J... . n A.. B C O H E F N0. ]LENGTH NO. L.ENGTH NO. LENGTH LBS. SLOE SLAB %A rNlrtkMUM B.C. �}---.-)- —w•i- d2 3' R. (-0 O
°. %. Cc C.M.
E M 15"Q„ a 2°, 3 .G 0.2,39 IiE0Nr1772 0.31s 0.02E �I _ 4 - - - - iL G7
.." i 0 7 2' 2 E1„ .,. -. .. ... .. 0.235 O. B2O 0.023 0.036 Y 4 -N - �
° A ° .Fr, A ,B-r B -o„," 3' 6 2r Aaa $rr 32
f. J 24" 3' J M
a ► tl. 0.23 1.001 n.DSa 0.0E5 3 1 3'-A 3,2 1 /ar 4�'" 4
3 .0' 4'- D,, 4 1
- -.-- 36 2 9 3'�,0 4 91.... e� 4'© 4 1..5 3... S 0,.. 3 3 9'.. 43 O161 O95B Lill O132 U.178 4 123
". n. ..:. o P. Y 42 0.24D -r �" rr I�H�' W WHERE ' m t ..: . n . - 3, q.� 2 2 3 4 , 1 2 °� G 2.'-11 32 0.112 4.3.16 1.799 p.i$O 0.243 SE4".TIQN-IC1C, 06
QETAIL+SHOWINGFMETROO # o' 4B 3-0 2' 2" 5-0 5 9 2'-0" 3 2'' A 1' B' 3 2' 11"` 3 2".11" 35 0.145 0.352 2,052 0.235 0.31'7' '11
PLAN PLAN q- 2-.2° 5.a"
a n a a W
�ry ,rti /� rf 4 2 F840,0721
ry ,rti /� rf III �ry
C7'�F'V . Q2 , , Q` 3„ 2,,7,B' 2,. 4 2"-1D" 5 2"-1r" p 2-11", `4RISE.R HAS �22B CUBI07YAROS OF CONCRETE PER FOOT HEIGHT g�Q . Q2 H�,4,711 ELE,V,N,ATICY,N'. SECTIGN - RR 1840.0131
't0 . V 2 OF RISER CONSTRUCTION SHEET 1 OF 2 s4 3' SHEET z OF � tt SHEET 1 OF
3 0 O
6'" 'L° 6"" 6" `W., B", GENERAL NOTES OPENING SHALL BE 'L' OR W + 1'- CJ N
1/¢ CLR. TYP. c z :. W
23/ "r - >_ THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED O
DETAIL SHOWING TYPES OF GRATES 2'-11 _ 1 z D.01, B4O.O2, 840.04, 840.05, 840.13, `�
USE ACCORDING TO WATER FLOW, 1 2 z (- - - - - - - - - #4 REBARS ,.-,1- 84OND&RD84O84 #4 REBARS ¢ F
B 4 0 CD . F #4 REBARS �' 1'5, 8410,17, 840.18, 840.19, 840,26, N s" CENTERS �' 0
p ® z a r a z 840.27, 840.28, 840.31, 840.32 AND 840.41. n C,-a"� Cl- � '�
"Goo r, ,r ,r rr w'z w ". LU * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY...• cc
TYPE G TYPE E TYPE F A A 1 ,r 7 r,r cd-D < � �' THE PATTERN OF THE a- n5 BARS ow-
O/8 d I= , ° m cc Cc ,r l4NOCK-OUT n . d Cr, FAR IN ACCORDANCE WITH SPECIFICATION SECTION 640, 9 OPENING z
d , Q A ..° i--" STEPS H
w H ro a.'' F z w * DO NOT PLACE PRECAST DRAINAGE STRUCTURES ' ' a w
u t-,L e7� I Srr I I . PANELS ARE SHOWN ©. a VaE- C.D. ASECTION C-�.
7 T � " 3 v' d x d x FOR ILLUSTRATIVE P' o �Cuj*aUNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. 9k5 BARS � ��y wC�jy �
- WATER FLOW �_ SAG -� WATER FLOW - I1 A 9�8'" mo d PURPOSES ONLY. °. o": 6 v © a . °n ° n USE 4000 PSI 'CONCRETE. C La ©PENING O
_-__--.__-___------------------
°-" 3r #5 REBARS 12" 1 � I #5 REBARS I °".•v. tt a.°.'.•'.".:-'.aH * PROVIDE ALL REINFORCING STEEL WHICH( MEETS ASTM A615 FOR
'- w CENTERS (TYP. i 12"CENTERS o °'n a a o' T GRADE. 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064. rLU
S 1 �2 13 °' '- " A ° . <y aw .b '- * LIMIT MAXIMUM DEPTH', TO TOP OF BOTTOM SLAB FOR WAFFLE WALL - _ - - - - _ - - - nP 6 aMIN b: r
" " STRUCTURE TO 10'-0 LIMIT' SOLID WALL 'STRUCTURE
® ._.- ®, ®. — ®.. .® — ®, .® — ..®, ®. Rw - . ::r..c..: .' v a 6 `,►►11111111/II
/„ SECTION 'A A' SECTIONcc
B-B iEa o" a p a a a ° TO 15'-0"' pa a• �� ��
SECTION B.g1'-0"
cr c v a 0 PLACE LIFT HOLE 4. ♦♦�� `N CARO� �i�,
L' L + 1 O ° OSHA STANDARD 1S OR PINS IN ACCORDANCE WITH e
B 926.7 4. •' SS/
P
A
Gr :` ° a
.. v .'.© ,�:��� � � * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE .PLAN TOP SLAB �n o a 6 a � -. � •�•.•
13 rr 21/q r" z: d 1" MIN. a •:
C] - - a CLR.(TYPO RE,OUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES - ��
- 'WATER FLOW —_- SAG WATER FLOW �- � - A M A � C � �" _ S0 THAT PIPES ENTER THROUGH THE " p " " � �"" u� ' � SEAL - IT
LL C m o #4 R BARS �: C 1° MIN.
SECTION A -A o CLR.(TYPN WAFFLE WALL ISOMETRIC VIEW w w KNOCKOUTJWAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH w Ji -
CORNER CUT DETAIL � 1��'"2 FF
p 4x4 W4xW4 THE CORNERS OF 'SOLID WALL BOXES IF A MINIMUM OF 6" OF
z rnC d (SOLID WALL 60X} z OC < "� �,' :. ^ �,w � , .�� r�.• .,
rr tr .l.Y,.P.E otE,r TYPE r„�,., ..TYPE E �, o E WWF (LAP #5 REBARS O 12" E—L H am.... w L rr
TYPE F a WWF 6 ON- CENTERS (HORIZ. 3 WALL IS PROVIDED ABOVE THE HOLE.
9 r = TO REBARS sf LU ALL ALL ELEMENTS PRECAST TO MEET' ASTM C913, 6'" L AR W B" �
RAISED FLOW ARROW 3 "r g USE WITH C3 LU_j Cc FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE W z 1•nTS�N +#
HIGH 2 -.I ® : 4" X 4° $ LARGER L1 OR BRICK IN ACCORDANCE WITH STANDARD 840.25. 0 REBARS � < � �/////11111►►���,
RAISED FLOW ARROW 2S/qCIS q P a �' �L.
/� CY " DRAINAGE STRUCTURES '„ * PROVIDE PRECAST STRUCTURES OVER 4r-0" IN DEPTH WITH 1" SLR 6" CENTERS r
�6 HIGH chi 61 B 'L^ 6 TYPICAL) Z #4 REBARS k w
(/' �y a D 4 n" F �'' (..l STEPS AS DIRECTED BY THE ENGINEER. 1rr t .+ Err CENTERS °J Z Fi
d d OC WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW a 4 v d 4 WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG GLR . d Q z = r ua
1 2,r � z' 6" 'L' 6" 6'" W' Err ° °° U) gn AS THE SAME AREA OF STEEL IS PROVIDED. Cl) Q J
ca a ° a' avo p. a .p p J SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRECAST RISER DETAIL >-
8 1 ,, d LEI' ro n a a d H BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, H w ay Wat s o n
9 13 r 8 ® 1" MIN. CLR. 1 MIN. CLR. ®= AASHTO M-19B, TYPE B - BUTYL RUBBER. 0 0 z
► d „ter ' ; e' n -n tt a, a v a. eL Q
o 1 ,r 1: ` 1 r, CT 4x4 W4xW4 a v : p Q m' v * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR : n" a' q C'S
I /8 1 ✓2 R ¢ = WWF LAP a- Eu 0 ° .0 - ° °. p' A 6b °:" (� ® o a ": °'v ;n v �.�
1 2a, 13/°.9F.- B"" C3 4x4 W4xW4 eD a { CO" v p v a" a,p" o " a". DIMENSIONS OF 5'-0" X 5'-0". p,'a P,Q;''a; ua an 20 2022 8.51 AM
3 ,r 3 r LL a -r WWF 6" ON o' cta v R1C Ole
2 11 /4 2 11 j" WWF (LAP WWF d a v ;'P• .. o P' v ': a THE OUTSIDE PIPE DIAMETER PLUS 2°' OR THE OPENING
d TO REBARS) EL CL
1 rr 7 ,r 6 ONTO REBARS) D' + ,4• 0 0'. H.. P °. D °; REQUIRED FOR FRAME AND GRATE IS THE. MINIMUM STRUCTURE
1 /2 1 2^ L" "� ". j8 1 1, 2 ac y h. 4C a a v a
1 n a #5 REBARS n• a tt
°12" CENTERS 7 " vti v ,p aa.G'p * USE MANHOLE FRAME
GREATER.
¢ SIZE WHICHEVER
T 2' #5 REBARS 12 AME AND COVER AS INDICATED ON THE PLANS.
T'3l" SECTION A -A �® 7r8,r CENTERS (TYP.) 4, TYPICAL REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
N TYPE - F �I SECTION, A -A SHEET 2 0P' 2 a ;;.A ::p" v;:c $ p`.:..,�. n.:. a',.:: REVISIONS
SHEET 1 OF 2 SHEET 2 OF 2
TYPE G "' $4 .� SECTION 1C-C' -QD SECTION 'D-D' a SOLID WALL ISOMETRIC VIEW 1840.4511OPTIONAL JOINT DETAILS
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PLAN INFORMATION
PROJECT NO.
2021110321
FILENAME
2021110321-D1
CHECKED BY
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DRAWN BY
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SCALE
N/A
DATE
12. 20. 2022
SHEET
STORM DRAINAGE
DETAILS
C so4
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
;LIENT
ODDIE-NOELL ENTERPRISES, INC.
.0. BOX 1908
OCKY MOUNT, NC 27802
ontact
HONE: 252. 937. 2800
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tEVISIONS
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2 1. 20. 2022 NCDEQ RESUBMISSION #1
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4
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'LAN INFORMATION
ROJECT NO. 2021110321
ILENAME 2021110321-D1
HECKED BY RW
RAWN BY WHM
CALE N/A
ATE 12. 20.2022
SHEET
STORM DRAINAGE
DETAILS
C e05