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PAVEMENT AND BUILDING SHOWN FOR REFERENCE ONLY, BUILDING
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DETAILS 1 /C-402, 1 /C-408, 2/C-408, 3/C-408, 4/C-408, 5/C-408
FOR TYPICAL SECTIONS.
STANDARD DUTY CONCRETE AREA TO BE HELD DOWN 5".
REINFORCED HEAVY DUTY CONCRETE PAVING TO BE HELD DOWN 13".
HEAVY DUTY CONCRETE PAVING TO BE HELD DOWN 13".
HEAVY DUTY ASPHALT PAVING TO BE HELD DOWN 12.5".
LIGHT DUTY ASPHALT PAVING TO BE HELD DOWN 9".
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ELEVATIONS TO 7.5' PER MDC 3 IN THE WET POND
STORM LINE C PROFILE ----- / SECTION OF THE NCDEQ STORM WATER MANAGEMENT
DESIGN MANUAL. THIS IS REFLECTED IN THE SURFACE IN
/ C4 - JB CAD WHICH CAN BE ISSUED UPON REQUEST.
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003 SCALE: 1 "=40'
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PAVEMENT AND BUILDING SHOWN FOR REFERENCE ONLY. BUILDING
AND PAVEMENT AREA GRADING WILL BE HELD DOWN TO SUBGRADE. SEE
DETAILS 1 /C-402, 1 /C-408, 2/C-408, 3/C-408, 4/C-408, 5/C-408
FOR TYPICAL SECTIONS.
STANDARD DUTY CONCRETE AREA TO BE HELD DOWN 5",
REINFORCED HEAVY DUTY CONCRETE PAVING TO BE HELD DOWN 13".
HEAVY DUTY CONCRETE PAVING TO BE HELD DOWN 13".
HEAVY DUTY ASPHALT PAVING TO BE HELD DOWN 12.5".
EIGHT DUTY ASPHALT PAVING TO BE HEED DOWN 9",
CONTRACTOR MAY ONLY DISTURB 5 FEET PAST THE LIMITS OF GRADING
N THE AREAS ADJACENT TO THE EXISTING WETLANDS.
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NORMAL CROWN
REVERSE CROWN
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NOTES:
1. USE NORMAL OR REVERSE CROWN TO MATCH DIRECTION OF PAVEMENT SLOPE.
2. EXPANSION JOINTS: 112" WIDE, FULL DEPTH, AT 50' INTERVALS, TRANSVERSELY,
RETURNS AND STREET INTERSECTIONS.
3. CONTRACTION JOINTS: 1" DEEP SAWCUTS ON 10 FT. CENTERS TRANSVERSEEY.
1 24" CURB & GUTTER
c-ao2 SCALE: N.T.S.
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DESIGN DATA AND SPECIFICATION
6" POROUS CONCRETE
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6
7
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PERVIOUS CONCRETE LAYER THE PERVIOUS CONCRETE LAYER CONSISTS OF AN OPEN —GRADED CONCRETE
MIXTURE DEPTH OF 6 INCHES DEPENDING ON REQUIRED BEARING STRENGTH AND PAVEMENT DESIGN
REQUIREMENTS. PERVIOUS CONCRETE IS ASSUMED TO CONTAIN 18 PERCENT VOIDS (POROSITY — 0.18) FOR
DESIGN PURPOSES,
RESERVOIR LAYER — THE RESERVOIR GRAVEL BASE COURSE CONSISTS OF WASHED, BANK —RUN GRAVEL,
1.5-2.5 INCHES IN DIAMETER WITH A VOID SPACE OF ABOUT 40% (NCDOT NO.3 STONE). THE DEPTH OF THIS
LAYER DEPENDS ON THE STORAGE VOLUME, WHICH IS THE WATER QUALITY VOLUME (WQV) AT A MINIMUM.
TYPICAL DEPTHS FOR THE RESERVOIR LAYER RANGE FROM 24 FEET. AGGREGATE CONTAMINATED WITH SOIL
SHALL NOT BE USED. A POROSITY VALUE (VOID SPACE/ TOTAL VOLUME) OF 0.40 WAS USED IN CALCULATIONS
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ASTM C 1688 STANDARD TEST METHOD FOR DENSITY AND VOID CONTENT OF FRESHLY MIXED PERVIOUS
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ACI 522.1 PERVIOUS CONCRETE
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#57 STONE COMPACTED
W/ VIBRATORY PLATE
SUBGRADE SLOPE
0% PREFERRED
1% MAX
NOTE:
CONSTRUCTION CERTIFICATION OF POROUS
CONCRETE:
• PICTURES MUST BE PROVIDED DURING
INSTALLATION OF POROUS CONCRETE.
• INFILTRATION TESTS MUST BE PERFORMED
POST —CONSTRUCTION. TESTING MUST BE
N ACCORDANCE WITH ASTM SPEC. C1701.
'5A�� PERVIOUS CONCRETE PAVEMENT DETAIL
9
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11
3 ROLLOVER CURB
c-ao2 SCALE: N.T.S.
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OCURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
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OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
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NCDOT ADA RAMP TYPE 2
SCALE: N.T.S.
SIDEWALK WIDTH
S'AUN
PERVIOUS CONCRETE CLEANOUT
a ° d ° DISCHARGE PIPE TO
d DAYLIGHT TO SURFACE
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
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c-ao2 SCALE: N.T.S.
2" SURFACE LAYER — NCDOT S9.513 ASPHALT,
NCDOT ITEM 610
PRIME COAT —
NCDOT ITEM 600
6" AGREGATE BASE
COURSE NCDOTITEM 520
12" SUBGRADE— NCDOT ITEM 535
COMPACT TO 100% DENSITY PER NCDOT
6" POROUS
CONCRETE
NOTE:
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INSTALLED PRIOR TO ASPHALT PAVEMENT.
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CONVENTIONAL DENSITY OPERATOR S
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NOTES:
12' MAX.
1. LOCKED HYDRANT & LOCKED HYDRANT ADAPTER OR MUEUER "AQUAGRIP'
I..*M..I
SYSTEM MAY BE USED IN PLACE OF RESTRAINT RODS
2. VERTICAL MUELLER AQUA GRIP FIRE HYDRANT SHOE MAY BE USED WHERE
MAIN DEPTH IS GREATER THAN 5-FEET.
3. USE SWIVEL HYDRANT TEE WITH 8" GATE VALVE DIRECTLY COUPLED TO
HYDRANT TEE UNLESS OTHERWISE APPROVED BY BRUNSMCK COUNTY.I
VARIES
4. FIRE HYDRANT COLOR SHALL BE 'CHROME YELLOW ENAMEL PAINT.
5.FIRE HYDRANTS INSTALLED WITHIN THE NCDOT RIGHT-OF-WAY MUST BE
PUMPEINSTALLED
WITHIN 12-INCHES OF THE R/W UNE
TO FAC6.
9OCHAIN
USE GRADELOK TO ADJUST HYDRANT TO FINISHED GRADE.AT
AN
REQ'D
MIMS'X6' CONaRETE VALVE
LIDCOLLAR
IN UNPAVED AREA ONLY
ARKEDFINISHED
GRADE
'WATER
MINIMUMROAD
ILL
MAIOMUY
AQUA GRP FIRE
HYDRANT SHOE, SEE
VALVE BOX
-
OTE
" 2
1/2
CU YD
'VALVE BOX
CLEAN
057 STONE
SWIVEL HYDRANT 6' GATE VALVE
ADAPTOR IF'
FOR
HYDRANT
TEE W/ 8"
BY ADAPTOR, INC
DRAINAGE
BRANCH
I
OR EQUAL
I
caNC THRUST BLOCK
BEARING AGAINST 4 SG
THRUST
FT UNDISTURBED
BLOCK
!•
_B
MATERIAL
(SEE CONCRETE
THRUST BLOCK
-
-
-
SCHEDULE
.:,
MJ DIP PIPEOR
•
CONCRETE FILL
CRA
ADJUSTED TO
• ..
FINAL GRADE
/ /h
PROMDE 4-3/4"0 STAINLESS STEEL RE RODS
VALVE SUPPORT
7FIREADEDAT ENDS (INC. NUTS)
EQUALLY SPACED AROUND PIPE
BETWEEN ALL MECHANICAL
NOTE: WEEP HOLES ARE
JgNT FITTINGS (TEE, VALVE, BEND)
TO BE FULLY FUNCTIONAL
OR MEGA -LUG
FIRE HYDRANT ON
MAINS 12" AND SMALLER
DETAIL W-1
KUPFERLE 9400 ECLIPSE AUTOMATIC FLUSHING DEVICE
NTH UV RESISTANT COVER - AT DISCRETION OF
BRUNSWICK COUNTY. COVER MUST LOCK
LOCKING HASP
WATER OUTLETS
1 2- PLASTIC UV RESISTANT
VALVE BOX WITH LID
GROUND PLATE, 24' S0
MARKED 'WATLTY
\/
2C04LLAR CONCRETE
WITH GRADE
\�
2" BRASS OR PVC
-VALVE BOX
ADAPTOR II'
BY ADAPTOR, INC
DISTANCE VARIES
OR EQUAL
LUG ANDBOLTED FLANGE,
(lYP.)ECT
OR MEGA-RETAJNER
!!!
2" THREADED 90' BEND L M.J. CAP GATE VALVE
BRASS OR PVC TAPPEQ 2" NO ACTIVE SERVICES SHALL BE INSTALLED
BETWEEN THE VALVE AND THE BLOWOFF.
3/4" ALL -THREAD STAINLESS STEEL ROD
NOTES: AND FASTENERS (OUT TO LENGTH) OR
MEGA -LUG
1. ALL DEAD END UNES WILL HAVE FLUSHING DEVICES.
2 MAINS 6' AND GREATER NOT BEING EXTENDED IN THE FUTURE SHALL
USE A FIRE HYDRANT FOR A FLUSHING DEVICE.
3. CONTRACTOR SHALL REMOVE AUTOMATIC FLUSHING DEMCE FOR MAIN
EXTENSIONS AND DELIVER AUTOMATIC FLUSHING DEVICE TO
BRUNSWICK COUNTY REPRESENTATIVE.
AUTOMATIC FLUSHING DEVICE FOR MAINS 6" AND
LARGER (FOR MAINS TO BE EXTENDED LATER)
DETAIL W-3
1
MAIN 6" AND LARGER
6
NOTES
12' MAX.
1. LOCKED HYDRANT & LOCKED HYDRANT ADAPTER OR MUEL ER 'AQUAGRIP•
).--.(
SYSTEM MAY BE USED IN PLACE OF RESTRAINT RODS.
2 VERTICAL MUELLER AQUA GRIP FIRE HYDRANT 910E MAY BE USED WHERE
MAIN DEPTH IS GREATER THAN 5-FEET.
3 USE SWIVEL HYDRANT TEE WITH 8' GATE VALVE DIRECTLY COUPLED TO
HYDRANT TEE UNLESS OTHERWISE APPROVED BY BRUNSWICK COUNTY.
VARIES
4. FIRE HYDRANT COLOR SHALL BE 'CHROME YELLOW' ENAMEL PAINT.
5. FIRE HYDRANTS INSTALLED WITHIN THE NCDOT Rlg1T-OF-WAY MUST BE
I PUMPER NOZZLE
N
INSTALLED MTHIN 12-INCHES OF THE R/W UNE.
TO FACE STREET
i
AT 90'
6. USE GRADELOK TO ADJUST HYDRANT TO FINISHED GRADE.
CHAIN REQ11
18"X18'X6' CONCRETE VALVE
1 LID
1
COLLAR IN UNPAVED AREA ONLY
MARKED -
FINISHED GRADE
"WATER"
1' MINIMUM
ROAD CURBI
8'
n
4' MAXIMUM
cl
\I
HYDRANT SHOE, SEE
VALVE BOX
I
_
-
NOTE 2
1/2 OU YD
lEM3 INVERT g• GATE VALVE
"VALVE BOX
ADAPTOR II"
CLEAN #57 STONE
FOR HYDRANT
g.
BY ADAPTOR, INC
DRAINAGE
BR�ANG/I
SWIVEL ADAPTOR
OR EQUAL
I
COUC THRUST BLOC(
THRUST
::4y..
BEARING AGAINST 4 SO
FT UNDISTURBED
BLOCK
"
_ B
MATERIAL
(SEE CONIXHEIE
THRUST BLOCK
-
a - -
SCHEDULE)
'�' •:, : • !.` : N
810 DIP PIPE OR
CONCRETE FILL
MJ GRADELOK
18"X78"X6" CONCRETE VALVE -
COLLAR IN UNPAVED AREA ONLY
ADJUSTED TO
FINAL GRADE
2'-0" MIN
VALVE SUPPORT PROVIDE 4-3/4"0 STAINLESS STEEL RE RODS
THREADED AT ENDS (INC. NUTS)
EQUALLY SPACED AROUND PIPE
BETWEEN ALL MECHANICAL
NOTE: WEEP HOLES ARE JOINT FlTRNGS (TEE, VALVE, BEND)
TO BE FULLY FUNCTIONAL OR MEGA -WC
FIRE HYDRANT ON
MAINS LARGER THAN 12"
DETAIL W-2
FLUSHING HYDRANT - KUPFERLE ECLIPSE #2 POST
HYDRANT (OR APPROVED EQUAL)
UD
-MARKED '�FlNISHED GRADE
'WATER' 1' MINIMUM F4" MAXIMUM
ADAPTOR II"
BY ADAPTOR INC
7
2"I BODY,
\�CRIJSHED ROCK
BRONZE MOUNT
THRUST COLLAR �� VALE
ASS OR
VALVE BOX WTH LID
MARKED "WATER"
24" CONCRETE VALVE WUCAST RON p�W
COLLAR, FLUSH WITH GRADE
•WATER'
SET IN MIDD44E OF ,
FULL JOINT (18-20) BRASS OR
MAIN DIAMETER
PVC NIPPLE
Y X 12"
YARIgO
"'
\ �\
PVC NIPPLE\�\\�\
SMALLER THAN 8' 2" X if
.\ •�\ .\
\/
MECHANICAL JOINT OR MEGA -LUG
TAPPED END CAP RODDED BACK TO THRUST BLOCK
2' BRA STUB,
THREADED RL7H CAP
WITH STAINUM STEEL RODS AND FASTENERS
'VALVE BOX
ADAPTOR II
NOTES:
BY ADAPTOR, INC
OR EQUAL
1. ALL DEAD END LINES WILL HAVE FLUSHING DEVICE.
2. MAINS 6" AND LARGER SHALL USE A FIRE HYDRANT FORA
FLUSHING DEVICE.
2" BRASS NIPP
3. FLUSHINO HYDRANT COLOR SHALL BE 'RED' ENAMEL PAINT.
4. POST HYDRANT SHALL HAVE 1 1/2-INCH PENTAGONAL OPERATING
NUT.
5. AT 015CRETION OF BRUNSWICK COUNTY, AN AUTOMATIC FLUSHING
WATER YNN
�ED
DEVICE (KUPFERLE 9400 ECLIPSE) MAY BE REQUIRED IN LIEU OF
`\
ROCK
STANDARD MANUAL FLUSHING HYDRANT (SEE DETAIL THIS SHEET)
`--MEGA-LIGAL JOINT OR
MEGA -LUG TAPPED END
CAP
STANDARD FLUSHING DEVICE FOR
GATE VALVE
3/4" ALL -THREAD STAMM
WATER MAINS
NOTES:
STEEL ROD AND FASTENERS
(OUT TO LENGTH) OR MEGA -LUG
DETAIL W-4
1. TO BE USED WHEN FUTURE EXTENSION OF
WATER MAIN IS KNOWN (I... PHASES)
2 FULL SIZE BOUNDARY VALVE REQUIRED.
3. THIS CAN ONLY BE USED WITH BRUNSWICK
COUNTY ENGINEERING APPROVAL. OLD STYLE TEMPORARY BLOW -OFF ASSEMBLY
DETAIL W-4A
1\\ GENERAL WATER DETAILS
c-aoa SCALE: N.T.S.
Figure 1: Basic Trea&nent Swale Elements
Side Slopes
31 or Less,
Seale Slopg5
Zero as Drainage}�' • , v _ .. _ � :
Will Pound, < % F.
1 • ' ��
r•. • I y
: 'SK.
Lam• .:
•• • 114 -5 A•'.
• ••Z2 r: Y
Weep H
3
Optional Railroad Tie
Cheer-dafn
Store PTeve n is
Downstream S u r
'3 TREATMENT SWALE DETAIL
c-aoa SCALE: N.T.S.
6
7
RGVIBIOBB
1.1-DATED4202013
1.2-DATED 5292013
13-DATED 7/152015
IA -DATED 12MO16
13-DATHD�26�2 2020
1.6-DATED 327/2
IL%I
A V O
04
�0U U
�+ x
O
V
IM1�1
D-c DS2212
so a MTs
Duwu Bp. ]DM
chrloaBy TYLe
I OF 5
9
NOTES:
1. THE BACKROW PREVENTION DEVICE MUST BE INSTALLED IN AN
ACCESSIBLE LOCATION TO FACILITATE PERIODIC FIELD TESTING AND
MAINTENANCE.
2. THE LOCATION SELECTED SHOULD HAVE ADEQUATE DRAINAGE FOR
REUEF VALVE DISCHARGE. DRAINAGE MAY BE PIPED AWAY, PROVIDING
AN APPROVED AIR CAP DEMCE IS USED. THE DEMCE SHALL NOT BE
PLACED WHORE IT MAY BECOME SUBMERGED IN STANDING WATER.
3. INSTALL THE DEVICE IN A HORIZONTAL POSITION NTH ADEQUATE
CARANCE OM WALLS AND/OR OBSTRUCTIONS, FOR TESTING AND
MAINTENANCE. LEFRA 12' TO 30' CLEARANCE BETWEEN TIE LOWER MOST
PORTION OF THE DEMCE AND FLOOD GRADE OR FLOOR SHALL BE
PROVIDED.
4. A 'Y' STRAINER MAY BE INSTALLED JUST UPSTREAM OF THE BACKFLOW
PREVENTION ASSEMBLY TO ELIMINATE ANY DEBRIS FROM ENTERING THE
DEVICE AND FODUNG THE CHECK AND/OR REUEF VALVE.
5. NO UNDERGROUND INSTALLATIONS ALLOWED.
PROVIDE POSITIVE
DRAINAGE
10
11
12
13
CONSTRUCTION NOTES:
1. CONCRETE SHALL HAVE 4,000 PSI MIN. COMPRESSIVE
STRENGTH AT 28 DAYS.
2. REINFORCING BARS SHALL BE GRADE 60 DEFORMED STEEL
3. METERS SHALL BE APPROVED BY BRUNSWICK COUNTY.
4. WHERE WALL MOUNTED STEPS ARE NOT ACCESSIBLE FROM
HATCH, A PERMANENTLY MOUNTED LADDER MEETING O.S.H.A.
STANDARDS SHALL BE PROVIDED.
5. RELOCATE REINFORCEMENT AROUND HATCH TO PROVIDE
EQUIVALENT STEEL CROSS-SECTION.
B. ALL PIPING SHALL BE DUCTILE IRON.
�000
LEI' MIN
PLAN VIEW
3/a" CHAMFER (7YPJ
/3 DOWELS a 12' ALL
SIDES
REINFORCE W/y4
BARS OF B" E.W.
1) AWWA C701 TURBINE METER OR AWWA C702 COMPOUND
SEE MOTE
'^. -: •; :"
ATC
. ... ^.
"'"')"�
METER w/ENCODING REGISTER FOR REMOTE READING
3 BARs a 1
E.w.
B" MAX
(SENSUS OR APPROVED EQUAL) METER MUST BE SUBMITTED
AIL s
8' YIN.
2" n-
,F�
e�_
FOR REVIEW AND APPROVAL BY BRUNSWICK COUNTY
ENGINEER
VALVE BOX
WAID MARK
'WATER'
2' O- 4
�•
�•
' MIN.
za4
r.
`,
/ /
O STRAINER BY METER MANUFACTURER
© AS DETERMINED BY BRUNSWICK COUNTY, AWWA C508 SWING
•
1Y YN.
1
1z"
MIM.:..; ��
CHECK VALVE WITH LEVER &WEIGHT, OR SPRING, OR
U
E
9
FLOMATIC MODEL 848 895 SPLIT DISC
/
BRICK SUPPIXt
I
4 AWWA C509 GATE VALVE w AND WHEEL
8 AMR ITRON 5OW-2 PIT ERT WITH COMPATIBLE REGISTER OR
E DIVALENT MUST BE APPROVED BY BRUNSWICK COUNTY
#1 SHUT-OFF
VALVE
/'1 SHUT-OFF
�i
1F VALVE
TEST COCK #1
TEST COCK M4
\ TEST COCK /3
AIR GAP)
TEST COCK 2
----J
AIR GAP DEVICE
12" MIN
Li
BUILDING SEWER ORR�1
I\
SIMILAR DRAIN -
l
DRAIN REQUIRED FOR
INTERIOR INSTALLATIONS ONLY
STANDARD BACKFLOW
PREVENTION DEVICE
DETAIL
W-8
12MIN. �? L 4' MIN. ALL SIDES
6/8
DOWELS a 127 O.0 2• CL
STONE BASE REQUIRED FOR PRECAST DRAIN TO DITCH, STORM
=TUT ON SUBGRADE FOR CAST IN PLACE CULVERT, OR SUMP PUMP.
SECTION VIEW
WATER METER VAULTS (3" TO 10")
DETAIL W-7
INSULATED ENCLOSURE -
HOT ROK" OR SIMILAR
(EXTERIOR INSTALLATIONS ONLY)
PROVIDE ADEQUATE HEIGHT OF
ENCLOSURE TO ENSURE A 12"
HEIGHT FROM RPZ TO EXISTING
GROUND DRAINAGE POINT
VALVE BOX
W/UD MARKI
'WATER" (TY
'VALVE BOX ADAPTG
' BY ADAPTOR, INC.
IIOR EQUAL -
PROVIDE POSITIVE
DRAINAGE
Q
SINGLE OR DOUBLE LEAF ALUMINUM HATCH
GRAVITY DRAIN TO DAYIJGHT OR SUMP PUMP WITH FORCE
MAIN TO STORM DRAINAGE
WATERTIGHT GASKET w/HYDRAULIC CEMENT SEAL
SOLO MASONRY PIER FIXTURE SUPPORTS
STEPS SPACED AT 16" O.C.
IN-UNE TEE OR TAPPING SLEEVE w/VALVE AND BOX TO
GRADE WITH LID MARKED "WATER"
OIL ALL WATER METER VAULTS MUST BE SUBMITTED TO
BRUNSWCK COUNTY ENGINEERING DEPARTMENT AS A SHOP
SUBMITTAL FOR REVIEW AND APPROVAL.
QR METER VAULT LID SHALL REST ON TOP OF VAULT WALLS -
NO JOINTS ARE ALLOWED IN VAULT WALLS- VAULT BOTTOM
AND SIDES MAY BE PRECAST BUT TOP SHALL BE PLACED
ON TOP OF WALLS.
14
15
Revia oOe
1.1-DATED 12/82016
H
A Uo
a
4
SEE STANDARD it O
FIRE HYDRANT �Y U
6' MIN. ASSEMBLY DETAIL O {T'1
(�36" MIN+{ 7 �( M
S III, W W 1. AS DETERMINED BY BRUNSWICK COUNTY, WEy
PRESSURE TAP W/ 1' AWWA C508 STUNG CHECK VALVE WITH
CORP STOP WELDED ON LEVER & WEIGHT OR SPRING OR W
� (9 "VALVE BOX ADAPTOR FLOMATC MODEL 948/895 SPUT DISC. r/A O
•��V 8' YIN. 1" Y MIN. 0' BY ADAPTOR. INC. Vl 2 CAIE VALVE NTIi VALVE E. MARKED
PROVIDE 8' MIN.
#57 STONE
'2 GENERAL WATER DETAILS
c-aoa SCALE: N.T.S.
SEALING AND ANCHORING COLLAR PENEI
SEAL SLEEVE WITH TIGHT
PACKED OAKUM AND POURED
LEAD
CENTER PIPE IN SLEEVE
STANDARD WEIGHT ST
POURED
9
COAT EXTERIOR SURFACES WITH
TAR COMPOUND
'4 PIPING INTO RISER ROOM DETAIL
c-aoa SCALE: NTS
10
11
12
CHECK VALVE VAULT
DETAIL W-9
13
OR EQUAL
'WATER'.
f•I
3 COUPLING ADAPTER
HYDRANT
HYDRANT ASSEMBLY INSTALLED ON
0
DOWNSk
VALVE. REAM SIDE WITHIN 5O OF CHECK
VALVE.
HYDRANT TIE¢-/
5. AWMINUM HATCH W/ COMPRESSION
PER DETAIL
SPRING OPERATORS OR APPROVED
EQUAL.
8. STEPS SPACED AT 16' O.C.
NOTE:
7• PRECAST REINFORCED CONCRETE VAULT
ALL PIPING SHALL BE DUCTILE IRON
NTH H2O LOAD RATING AND MIN. INSIDE
DIMENSONS: 8' L x 5' W x 4' D
B STANDON MODEL S89 OR APPROVED
EQUAL FIXTURE SUPPORT.
9. CONCRETE THRUST DOLLAR PER
ux, 06°R'2
SPECIFlCATONS.
OSde
IR 18
nr>.•By: JTIId
r-BYPASS UNE
CbcladBl TWP
LOOK SLAB
ZOVIDE MAXIMUM BURY FOR PIPING
r FOUNDATION PENETRATION.
ZOVIDE OPENING AND GROAT
)URBACK AS REQUIRED.
14
15
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END (a EXTERIOR
UNIT
EXTERIOR INTERIOR
PRECAST UNIT PRECAST UNIT
SECTION THRU TOP SLAB
(BOTTOM SLAB JOINT SIMILAR)
CAST -IN -PLACE WING . END OF PRECAST UNITS
3
LtNUIM Ur LULVLKI e
CAST -IN -PLACE
1'-3" HEADWALL
6"
3"
6"
-4 Gl
cliL
°6 D1
-8 S2
— — —
�
1" EXP.
FLOW
JT. MAT'L.
r=
ry CONST_JT._
1' 0" 3"0 WEEP HOLES
G1 10'-0"A CTS.
FIELD BEND
SECTION B-B
TYPICAL PRECAST UNIT
NOTE: NO END UNIT SHALL BE LESS THAN 3'-0.
ELEVATION
1
CONST. JT.--,,
j
u
H
�O Q
� �i h
-
@ titi
co
-Q Q
E
w
0
0
E
3
0
m
N
0
m
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V�
UN
Gp
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OY
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- • =
FLOOR
A
N
tP y p
z �o
T a
tP
O
O �
r
W1
PLAN - END UNIT
DETAIL A
STRUCTURAL CONNECTION INSERTS
2 STRUT OR EQUAL:
LENGTH = 4 I/2", INSERT WIDTH = 2",
DIA. = NO. REOUIRED
n
ou
ROOF
o
In
Ir
Ld
FLOOR
J
Q
U
fr
PLAN - END UNIT
N
6
a
(TYP.
t
SPAN
H
TOTAL BILL OF MATERIAL
PRECAST REINFORCED CONCRETE BOX
CULVERT 0 STA. ........ LUMP SUM
CULVERT EXCAVATION ........................... LUMP SUM
FONDATION CONDITIONING MATERIAL
BOX CULVERT ..................................... TO
REMOVAL OF EXISTING STRUCTURE ...... LUMP SUM
I
TYPICAL SECTION
BAR SCHEDULE
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
D1
6
1
1'-8"
D2
4
STIR
3'-4"
Gl
5
STIR
S2
1
1-8
1STR
TOTAL LBS.
PLAN - TYPICAL
PLAN - END UNIT PRECAST UNIT
(INTERIOR UNIT SHOWN)
O —I�
21/n„
THREADED
BAR TYPE
1 `1 PRE -CAST BOX CULVERT DETAIL
C-409�' SCALE: N.T.S.
7
NOTES
ASSUMED LIVE LOAD ---------- HL-93 OR ALTERNATE LOADING.
FOR OTHER STANDARD DATA AND NOTES SEE SHEET S-N.
3" 0 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE
SPECIFICATIONS.
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT
BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL
PROPERLY TAKE CARE OF THE FILL.
DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL
REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN ON WING
SHEET.
THE CONCRETE FOR THE PRECAST UNITS SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 P.S.I..
THE CONCRETE FOR THE HEADWALLS, WINGS AND END CURTAIN
WALLS SHALL BE CLASS "A" CONCRETE AS PER THE STANDARD
SPECIFICATIONS.
CAST -IN -PLACE CONCRETE SHALL BE POURED IN THE FOLLOWING
ORDER:
L WING FOOTINGS.AND CURTAIN WALL.
2. HEADWALLS, WING WALLS.
ALL PRECAST UNITS SHALL BE PLACED PRIOR TO POURING THE
WINGS. END CURTAIN WALLS AND HEADWALLS. THE EXTERIOR
PRECAST UNITS SHALL BE UNDERMINED TO PROVIDE FOR THE
WING FOOTINGS TO BE POURED TO THE DEPTH AND DIMENSIONS
AS SHOWN ON THIS PLAN SHEET.
FOUNDATION CONDITIONING MATERIAL SHALL HAVE A THICKNESS
OF AT LEAST 1'-O" BELOW THE BOTTOM OF THE PRECAST UNITS.
THE MATERIAL SHALL BE FORMED AND SCREEDED TO THE PROPER
ELEVATION AT LEAST V-0'BEYOND THE SIDES OF THE PRECAST
UNITS.
THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE
PREPARED FOUNDATION CONDITIONING MATERIAL, FEMALE END
UPGRADE WITH THE MALE END FULLY INSERTED AND EACH JOINT
CHECKED FOR ALIGNMENT PRIOR TO JACKING THE UNIT INTO
PLACE. SATISFACTORY FITTING AND PROPER GRADE SHALL BE
MAINTAINED AS THE WORK PROCEEDS.
WHEN ANY PRECAST UNIT IS DAMAGED DURING HANDLING.THE
ENGINEER AT HIS DISCRETION SHALL REJECT THE UNIT AS
BEING UNFIT FOR INSTALLATION AND THE CONTRACTOR SHALL
REMOVE SUCH REJECTED UNIT FROM THE PROJECT. MINOR
DAMAGE TO THE UNIT MAY BE REPAIRED BY THE CONTRACTOR
WHEN PERMITTED BY THE ENGINEER.
CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION
OPERATION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO
THE JOINTS. UNITS WHICH BECOME MISALIGNED SHOW
EXCESSIVE SETTLEMENT.OR HAVE OTHERWISE BEEN DAMAGED BY
THE CONTRACTOR'S OPERATION SHALL AT THE DISCRETION OF
THE ENGINEER BE REMOVED AND REPLACED BY THE CONTRACTOR
AT NO COST TO THE DEPARTMENT OF TRANSPORTATION.
CONCRETE CHAMFERS ON EXTERIOR LONGITUDINAL EDGES OF THE
PRECAST UNITS MAY BE AS PER THE FABRICATORS
RECOMMENDATION, HOWEVER ALL WORKMANSHIP SHALL PROVIDE
CONCRETE COVER OVER THE WELDED WIRE FABRIC AS SPECIFIED
ON THE PLANS AND THE CONCRETE CHAMFERS CHOSEN SHALL IN
NO WAY FUNCTIONALLY LESSEN THE DESIGN SHOWN ON THE
PLANS.
DESIGN EARTH COVER =
FOR PRECAST REINFORCED CONCRETE BOX CULVERT.SEE
SPECIAL PROVISIONS.
PROJECT NO.
STATION: —
SHEET OF
NOTE: SEE GRADING AND
DRAINAGE PLAN FOR SIZING
LIP CURB
�o
PLAN VIEW
p m
x�..�z
VARIABLE LENGTH 41-011
n -1 r
Z M II SEE PLANS C+ .21 Qn
m = SEE PLANS FOR PLACEMENT
OR BEGINNINGco
m�v
--i m O 4" GONG.
m 0� WATER PAVED DITCH SECTION C-C
C D FLOW
Z 11OUTLET
v DOWNGRADE OR SAG 11 1
m D OUTLET © WATER
I —i 2 FLOW DIVERSION 4—FLOW
m III Z lIN OUTLET
0 WATER /� ® WATER
mn
v -n FLOW FLOW
H� r O FLOW DIVERSION WATER y �' FLOW DIVERSION
C m FLOW O
o 3
= m SAG DOWN GRADE
FLOW DIVERSION EXAMPLES
NOTES:
CONSTRUCT MODIFIED CONCRETE FLUME AND SHOULDER BERM GUTTER IN ACCORDANCE WITH THIS DETAIL.
CONSTRUCT CONCRETE DITCH IN ACCORDANCE WITH STD. DWG. NO. 850.01.
CONSTRUCT RIP RAP LINED DITCH IN ACCORDANCE WITH THIS DETAIL, IF CALLED FOR IN PLANS.
CONCRETE OR RIP RAP LINED DITCH SHALL BE THE TYPE AND LENGTH SPECIFIED BY THE ROADWAY PLANS. THE DITCH SHALL
TERMINATE AS SHOWN ON THE PLANS. IF NO TERMINATION IS INDICATED PLACE RIP -RAP AT THE END OF THE DITCH AS INDICATED
SHEET 1 OF 1 BY STD. DWG. 876.02 FOR AN 18" PIPE. TRANSITIONS FROM THE DITCH TO TERMINATION SHALL BE AS DIRECTED BY THE ENGINEER.
MODIFICATIONS SHALL BE AS DICTATED BY SITE CONDITIONS AND DIRECTED BY THE ENGINEER.
MODFLMDTCH
2
3
3 CONCRETE FLUME AND RIP RAP
C-409 SCALE: N.T.S.
6
COUNTY
STD. NO. PBCI
9
10
11
12
13
14
15
M
TOP OF FILL
TOP OF FILL TOP OF FILL
C:)
Cn
F— Q
Q
cc
GROUND GROUND LINE H
GROUND LINE — H GROUND LINE — H
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COMPACT
AFTER — +�+ +++ COMPACT AFTERJI
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PLACED ! - — +�+ + — _ _ — _ +�+ PIPE IS PLACED
= W
Cl) I— LL O J
ur �p & PRIOR TO Trr rp ++r r & PRIOR TO
PLACEMENT OF — TYPE 2 �` PLACEMENT OF
= H Q O
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:�.:•• rrr GEOTEXTILE .. +�+ FILL
Z H =
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NOT LESS =
I. D. /6 MIN. r+ — +-rnm rrr mills" r_ p _rrr�rri THAN 6" _ _ EARTH
NOT LESS THAN 6" I.D./6 MIN. +— + _ ++r +°—+++=+r+=+++=+++= rr+=++ _++�
O.D. + 3' NOT LESS THAN 6" 1/2" PER FOOT OF 'H'
~ I> -I
a
r 0
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r
BUT NOT LESS THAN 12"
ROCK O.D. + 3' NOR MORE THAN 24" O.D. + 3'
NORMAL EARTH FOUNDATION
ROCK FOUNDATION AS DIRECTED BY ENGR.
UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL
TOP OF FILL TOP OF FILL
r
H
H H
W Q
—
J
CD
Z
GROUND LINE GROUND LINE
F1 Q
MIN. O.D. MIN. O.D.
GROUND LINE
MIN. O.D. MIN. O.D. MIN. O.D. MIN. O.D.
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• } ' ' rr —PIPE IS PLACED0
& PRIOR TO
Ell-
I.D./6 MIN.
— — PLACEMENT OF —
NOT LESS THAN
6" FILL morn= rr -ru-u r= _
FI.D./6 MIN. AS DIRECTED
W Q
Q
COMPACT AFTER O.D. + 2' I.D./6 MIN. NOT LESS THAN 6" MIN. O.D. MIN. O.D. BY ENGINEER
Z �" � CD
PIPE IS PLACED NOT
LESS THAN 6 O.D.+ 2
Q a H
& PRIOR TO
1/2" PER FOOT OF 'H'
_
PLACEMENT OF
NORMAL EARTH FOUNDATION
BUT NOT LESS THAN 12"
ROCK FOUNDATION NOR MORE THAN 24"
(n
LL
FILL
UNSUITABLE MATERIAL FOUNDATION
PIPE ABOVE GROUND
Q
GENERAL NOTES:
0
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
Q
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
=
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
— - — - — SPRINGLINE OF PIPE
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
® SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
CW
G
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE
BACKFILL.
nFnr= rrr=rr UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS
II, TYPE 1
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
SHEET 2 OF 3
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
300.01
ACCOMPLISH COMPACTION.
PROJECT REFERENCE NO. I SHEET NO.
R-5703 2C-15
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SHEET 1 OF 1
MODFLMDTCH
d�PtH CARO�?2p
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DGC38E L8IGTGONM8C0MPIN
YIILEES ALL EIGGATYREi COMPLETED
�`� SEA '-
CONTRACT
STANDARDS
F 022966
AND DEVELOPMENT UNIT
°yticINE�0.r�.�
Office 919-707-6950
FAX [phone]
SEE PLATE
FOR TITLE
8/7/2017
ORIGINAL BY: E.E. Ward
DATE: Apr. 2002
MODIFIED BY: E.E. Ward
DATE: July 2004
CHECKED BY:
DATE:
FILE SPEC.:
7
9
2 PIPE TRENCH DETAIL
C-409) SCALE: N.T.S.
NOMS
7_ TAPPING SADDLES ,ARE MDT ALLOWED MEN CONNECTING IIAJN
UTAP LTA IS !A "% Ok L RGLI? tHAN F-WS71NG WAIN TO 13� 1APPEn.
2, VE STA94L.ESS STEEL i�00.0, FORD, OR MUELLER TAPPING SLEEVES
FOR TAP SIDES 4' - 2+c--
3. USE STI E39 STD TAPPING SL S RV PRESSER, CASCJOE, AND
JCM FOR T OH MAI 30w ANG CKATFR-
4. ALL HARDWARE BOLTS, NUTS, ETCI FOR ALL TAPPING 5tEEVES
SHALL BE 304 SIAMLESS St EL.
5, DEPTH FF GROUND Su2FAOE TO TOP OF SLOGCINC SIJALL BE
GREATI:R THAN FlEIGHT CC GL KING.
10
M.J. IATH RESTRAIN ING GLAND
TAPPING w14LVE - WULILLM 1-236G 1%, AVK SEWS 25
(CIR APPROVED COUAL)
FLANGE JOcN T
$A,J. TAPPING $LEEVE
STANDARD THRUST BLOCK
. ..4__ _
TAPPING SLEEVE & VALVE ASSEMBLY
DETAIL WS-rt
4 TAPPING SLEEVE AND VALVE
C-409 SCALE: N.T.S.
11
12
13
14
15
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x
SECTION Y-Y
RISER HT.
VARIES =
o i -
WHERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
3
6
FRAME GRATE AND HOOD GENERAL NOTES:
SEE STD. NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
p - 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
o- IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
�. AS SHOWN ON STD. NO. 84Dr00.
6" B 6" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
4.
FOR B'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
D 8'-0" TO 16'-0" IN HEIGHT USE 8'r WALLS AND BOTTOM SLAB. ADJUST
•�. QUANTITIES ACCORDINGLY..
c MAXIMUM DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION
° ° ° I5 ifi' O". STD. N0. 840.45 CONTROLS MAXIMUM DEPTH IF PRECAST BOX I5 USED
3" SEE NOTE CONSTRUCT WITH PIPE CROWNS MATCHING.
SECTION X-x CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
TOP ELEVATION
FRAME GRATE AND HOOD
SEE STD- NO. 840.03 STEPS - STD. NO. 840.66
TOP ELEVATION
5 rr j ', p -
B
•' E---I
6" C E rr
• V
D 5
P
- V
Err - - '.r..-:` � .''.o•.-
SECTION J-J
WHERE 30" TO 36" PIPE IS USED
SEE NOTE SECTION M-M
WHERE 42" TO 54" PIPE IS USED
J :j - J
a• �''.
PLAN
i
PLAN
7
Z
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HEEET1 OF 2
840.02
9
10
S�
Err E�
6r, 6rr
#4 BARS "V"
@ EQUAL SPACES 1 J'� 1
3rr
R R Lu
Lu
c 5
Q
a� and
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LuZWW
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S
PLAN OF TOP SLAB SECTION S-S
"W" BARS
SECTION R-R
#4 BAR
L j
6 rr
DOWEL
11
12
13
14
61
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP 6„
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER \ 7
DEPRESSED GUTTER LINE
EXPANSION JOINT-)3' Onl ca 3'-0'r
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT Err
allTOP
USE ON GRADES OVER 2% ELEV.
DEPRESSED GUTTER LINE
1Or' 6`-0,r
EXPANSION JOINT MAX.
1'-0"
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN[BASED ON MIN. HEIGHT, H, WITH NO RISER
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. GONG. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
NO. LENGTH
BARS-V
N0. LENGTH
BARS-W
NOr LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT.CONC
HEE IGHT MINIMIAI
H
p
A
B
C
G
H
E
F
C.M.
R.C.
12"
3'-0"
2'-2"
2'-9"
-
-
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0"
0.235
0.829
1 0.023
0.036
18"
3'-0"
2'-2"
3'�3"
0.235
0.887
0.023
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'-0r'
1 4
1` 5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
10.127
36"
3'-0"
2'-2"
3'-10"
4'-9"
1'-B"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0,356
1.714
0.132
10.178
42"
3'-0"
2'-2"
4'-5"
5' -3"
1'-5"
3'-2"
4
1'-8"
2
2'-11"
3
2r-11"
32
0.112
0.318
1.738
0,180
0.243
48"
3'-0"
2'-2"
.5'-00
5'-9"
2' -0"
3'-2"
4
2'-3"
3
2`-11"
3
2'- 11
35
0.145
0.352
2.052
0.235
0.317
54r'
3r-d"
2r-2'r
5r 7rr
sr-3rr
2r 7ri
3r 2i.
4
2' 10rr
5
2, 11ir
.3
r2'-11
1 \ CONCRETE CATCH BASIN
C-413 SCALE: N.T.S.
Z
Q
Y r, GENERAL NOTES: H
USE CLASS "B" CONCRETE THROUGHOUT.cr
Q -
PROVIDE ALL GRATED DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
- , ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LL -1 y f-I Z
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT cr-
#4 BAR 12" CENTERS AS DIRECTED BY THE ENGINEER. LLt ¢ d LL =
II I I II USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Ir
x II I I x IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB H 2 ~ Lu
-F
II I I = AS SHOWN ON STO. NO. 840.00, (n H LL 0
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TDP ELEVATION o Uj Q
II I I IS 12 FEET. STD. DWG. 840.45 CONTROLS MAXIMUM DEPTH IF PRECAST BOX IS USED.
II I I CONSTRUCT WITH PIPE CROWNS MATCHING. H
Lj-
1 r -7ry I 1'-7" U5E STANDARD FRAMES AND GRATES 840-22 {5HOWN], 840.24[SHOWN), Lu 0
6' 840.20 (NOT SHOWN) OR 840.29 (NOT SHOWN}- r 0
SEE STANDARD DRAWING 040.25 FOR ATTACHMENT OF FRAMES AND GRATES.
D OWE L - A CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
ti
CONCRETE APRON r
Y uj
PLAN },
TOP ELEVATION CL DITCH
FLOW LINE TOP ELEVATION CONCRETE 0
APRON LL
33" MIN. ALL SI7E5 DITCH GRADE I SEE DETAIL
W ZLij
13" MIN. i CONCRETE APRON H J
CL
I Orr SEALANT Q N N
Err
6" J 6" sV I K 2r' rrE6" C � CL. "Brr \ 1 �r C3 CL
"G" BARS t 3" @' $ CT5' CONCRETE O
m 6 { TS . I-er
F-`BARSBARS Q 0
4 MIN. @ 6 CTS. _
_ _
2rr = / " 3r� 'IF" BARS 0
1 „ �I 2 @ 6 CTS. ANCHOR 1 " Orr u
r` I 6" M 6" BAR EXP. MAT. Q [U
❑ I
L I o STEP STD. / Q 'r
840 - 66 DOWEL rrArr WALL O
SEE NOTE W
a
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3" W
SEE NOTE SECTION Y - Y DETAIL 0
SECTION x - X (APRON SUPPORT NOTCH) Z
DITCH GRADE Q
it II -
11 I� GRATED D.I. SHEET 1 OF 2
840.17
4i 0.180 0.386 2.387 0.297 0.401
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
SEE DETAIL OF APRON 13 83/4"
SUPPORT NOTCH - SEE TOP ELEVATION 11' 8"
STD- 840.17 SHEET 1
7'-8rr
DITCCD
H GRADE
cv 1 I I , N
I
OPENING PERMISSIBLE CONSTRUCTION JOINT
IN WALL FOR DaWEL"C"
TRauG+1 PART SECTION U - U
PART SECTION V-V DOWEL Bt,R2 OR B3
DOUBLE FRAME & GRATES
_rr
- El
DOWEL-C
r3r_Orr
#4 BAR
DBINEL-B'
FOR 15" THRU 36" INLET
4"
- #4 8AR
DOWEL -B2
FOR 42" INLET
'�[7[:�
#4 BAR
DOWEL -B3
QUANTITY TO BE ADDED FOR EACH 2' INCREMENT INLET OPENING
DDITIONAL INLETS
2'-0'"
1 4'-0"
1 6'-0"
1 81-01,
1 1O'-0"
12'-0"
)NCRETE CU. YDS.
10.191
0.417
0.665
10.8971
1.14
1.380
7NCRETE APRON CU. YDS.
0.074
0.148
0.222
0.296
0.370
0.444
- if UUNUHE I L AYHUN ^Ji
MIN. DIMENSIONS
AND QUANTITIES FOR CONCRETE GRATED DROP INLET(BASED ON MIN. HEIGHT, Hy
DIMENSIONS OF BOX AND PIPE
REINFORCING STEEL - NO. 4 BARS
CU YDS CONC. IN BOX
DEDFaTRIONS
PIPE
SPAN
WIDTH
SPAN
WIDTH
HEIGHT
BARS E
BARS F
BARS G
BARS H
TOTAL
LBS.
BOTTOM
SLAB
H
TOTAL
H PER
FT HT
APRON
TOTAL
ONE PIPE
D
J
K
L
M
H
NO,
LENGTH
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
C.S.
R.C.
10
3'-8"
2'-0"
3'-B"
2'-0"
3'-9"
-
-
-
-
-
-
-
-
0.362
0.926
0.247
0.395
1.683
0.015
0.024
15"
3'-8"
2'-0"
3'-8"
2'-0"
4'-0"
-
-
-
-
-
-
-
-
-
0.362
0.988
0.247
0.395
1.745
0.023
0.036
18"
2'-0"
4' 3"
-
-
-
-
-
-
-
--
-
0.362
1.050
0.247
1.807
0.033
0.049
24"
2'-10"
4'-9"
8
1'-5"
6
4'-9"
-
-
-
-
27
0.444
1.362
0-278
2.201
0.059
0.085
30"
3`-8"
3`-5"
5'-3"
8
2'-0r'
7
4'-9"
-
-
-
-
33
0.502
1.644
0.288
2.541
0.092
0.127
3fi"
,r
4'- 0
rr
4'- 0
"
5'- 9
8
2'- 5"
8
rr
4'- 11
4
'
0 -9"
2
r
4`-11 '
47
0.560
1.931
0.321
2.92D
0.132
0.178
42"
4'-10"
4'-10"
1 6'-3"
1 10
3'-1"
9
50-7"
0
1'-5"
3
5'-7"
67
1 0.704
2.500
0.370
3.677
0.180
0.243
48"
5`-4"
5"-4"
6'-9"
11
3'-7"
10
6'-1"
1'-11"
4
6'-1"
87
0.823
3.013
0.407
4.315
0.235
0.317
54
6'-0"
6`-0"
7'-3"
12
4'-1"
11
6'-7"
2'-5"
5
6'-7"
107
0.951
3.589
0.444
5.072
0.2971
0.401
60"
6'-6"
6'-6"
7'-9"
13
4r-9"
12
7'-3"
3'-1"
6
7'-3"
135
1.311
4.539
0.494
6.170
0.367
0.495
66"
7'-2"
7'-2"
8' 3"
14
5'-4"
14
7'-10"
3'-7"
7
7'-10"
1 168
1.136
5.061
0.537
6r901
0.444
0.599
72'r
3'-8'r
21-a"
7'-8"
7'-8"
8779
15
5'-11"
15
8'-5"
4
4'-3"
8
8`-5"
199
1.500
5.860
0.580
0.395
7.868
0.528
0.713
2 CONCRETE DROP INLET
c-413 SCALE: N.T.S.
2 3 4 5 6 7 8 9
10
11
12
13
14
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SECTION G-G
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SECTION H-H
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CAST IRON
6
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PLAN OF FRAME
CAST IRON
r r
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1f$rr 1/8r, 11/8rr 1/8rr
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3'-6„ 2,_Srr
SECTION E-E SECTION F-F
1 0 DROP INLET FRAMES AND GRATES
C-413i SCALE: N.T.S.
3
+
+
END (a EXTERIOR
UNIT
EXTERIOR INTERIOR
PRECAST UNIT PRECAST UNIT
SECTION THRU TOP SLAB
(BOTTOM SLAB JOINT SIMILAR)
CAST -IN -PLACE WING END OF PRECAST UNITS
LENGTH OF CULVERT =
CAST -IN -PLACE
1'-3_". `HEADWALL
-4 G1
�°6D1
L
I
. °8 S2
SEE
DETAIL "A
I" EXP.
FLOW JT. MAT'L.
- �CONST.JT.-
1' 0" 3" PJ WEE
(q) 10'-0'
-4 D2
FIELD BEND
SECTION B-B TYPICAL PRECAST UNIT
(SHOWING INLET END UNIT) (INTERIOR UNIT SHOWN)
NOTE: NO END UNIT SHALL BE LESS THAN 3'-0".
ELEVATION
PLAN - END UNIT
o CONST.JT.�
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OF 1
840.161
DETAIL A
STRUCTURAL CONNECTION INSERTS
2 STRUT OR EQUAL;
LENGTH = 4 /z", INSERT WIDTH = 2".
DIA. = Y4". NO. REQUIRED
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PLAN
10
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IL MANHOLE
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FOR MANHOLE COVER & FRAME #4 BARS "A"
-
OPTIONAL SPACED 6
C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
- r OUTLET PIPE
I � -
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INLET PIPE - -
6„
SECTION X-X
6"
1 x 61,
p , EXP. JOINT
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6„
y- B
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fillSEE NTE 3rrOEL
SECTION Y-Y
a
(TYPJ
w
SPAN
TOTAL BILL OF MATERIAL
PRECAST REINFORCED CONCRETE BOX
CULVERT Gil STA. ........ LUMP SUM
CULVERT EXCAVATION ........................... LUMP SUM
FONDATION CONDITIONING MATERIAL
BOX CULVERT ..................................... TONS
REMOVAL OF EXISTING STRUCTURE ...... LUMP SUM
I
TYPICAL SECTION
BAR SCHEDULE
BAR
NO.
SIZE
TYPE
LENGTH
WEIGHT
DI
6
1
1'-8"
D2
4
STR
3'-4"
G1
5
STR
S2
8
STR
TOTAL LBS.
PLAN - TYPICAL
PLAN - END UNIT PRECAST UNIT
(INTERIOR UNIT SHOWN)
O -
n..
THREADED
BAR TYPE
3 PRE -CAST BOX CULVERT DETAIL
i
c-413' SCALE: N.T.S.
7
0
9
6.r E OR F
SECTION
C-C OR D-D
12
13
14
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1".
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTE❑ BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REIN FORCE❑ CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
70 INCLUDE THE_ ADDITION OF THE MANHOLE (I.F. ❑IAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION I8 12'-0". STANDARD DRAWING 840.45 OR 840.46
CONTROLS MAXIMUM DEPTH IF PRECAST BOX IS USED.
#4 BAR
DOWEL
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
❑IMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL]
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. H
C.S.
R.C,
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
„
15
„
2, -3
„
2, -3
„
2, -6
12
rr
3, -0
„
3, -3
rr
3, -3
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
1 0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30
7'-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
7'-1"
6'-9"
32
7'-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5.917
0.444
0.589
=2� CONCRETE JUNCTION BOX
c-413) SCALE: N.T.S.
NOTES
ASSUMED LIVE LOAD ---------- HL-93 OR ALTERNATE LOADING.
FOR OTHER STANDARD DATA AND NOTES SEE SHEET S-N.
3" Q1 WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE
SPECIFICATIONS.
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT
BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL
PROPERLY TAKE CARE OF THE FILL.
DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL
REINFORCING STEEL EMBEDDED IN BARREL ARE SHOWN ON WING
SHEET.
THE CONCRETE FOR THE PRECAST UNITS SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 P.S.I..
THE CONCRETE FOR THE HEADWALLS, WINGS AND END CURTAIN
WALLS SHALL BE CLASS "A" CONCRETE AS PER THE STANDARD
SPECIFICATIONS.
CAST -IN -PLACE CONCRETE SHALL BE POURED IN THE FOLLOWING
ORDER:
L WING FOOTINGS,AND CURTAIN WALL.
2. HEADWALLS, WING WALLS.
ALL PRECAST UNITS SHALL BE PLACED PRIOR TO POURING THE
WINGS,END CURTAIN WALLS AND HEADWALLS.THE EXTERIOR
PRECAST UNITS SHALL BE UNDERMINED TO PROVIDE FOR THE
WING FOOTINGS TO BE POURED TO THE DEPTH AND DIMENSIONS
AS SHOWN ON THIS PLAN SHEET.
FOUNDATION CONDITIONING MATERIAL SHALL HAVE A THICKNESS
OF AT LEAST V-0" BELOW THE BOTTOM OF THE PRECAST UNITS.
THE MATERIAL SHALL BE FORMED AND SCREEDED TO THE PROPER
ELEVATION AT LEAST I'-0"BEYOND THE SIDES OF THE PRECAST
UNITS.
THE PRECAST UNITS SHALL BE CAREFULLY POSITIONED ON THE
PREPARED FOUNDATION CONDITIONING MATERIAL, FEMALE END
UPGRADE WITH THE MALE END FULLY INSERTED AND EACH JOINT
CHECKED FOR ALIGNMENT PRIOR TO JACKING THE UNIT INTO
PLACE. SATISFACTORY FITTING AND PROPER GRADE SHALL BE
MAINTAINED AS THE WORK PROCEEDS.
WHEN ANY PRECAST UNIT IS DAMAGED DURING HANDLING,THE
ENGINEER AT HIS DISCRETION SHALL REJECT THE UNIT AS
BEING UNFIT FOR INSTALLATION AND THE CONTRACTOR SHALL
REMOVE SUCH REJECTED UNIT FROM THE PROJECT. MINOR
DAMAGE TO THE UNIT MAY BE REPAIRED BY THE CONTRACTOR
WHEN PERMITTED BY THE ENGINEER.
CARE SHALL BE TAKEN DURING BACKFILL AND COMPACTION
OPERATION TO MAINTAIN ALIGNMENT AND PREVENT DAMAGE TO
THE JOINTS. UNITS WHICH BECOME MISALIGNED, SHOW
EXCESSIVE SETTLEMENT, OR HAVE OTHERWISE BEEN DAMAGED BY
THE CONTRACTOR'S OPERATION SHALL AT THE DISCRETION OF
THE ENGINEER BE REMOVED AND REPLACED BY THE CONTRACTOR
AT NO COST TO THE DEPARTMENT OF TRANSPORTATION.
CONCRETE CHAMFERS ON EXTERIOR LONGITUDINAL EDGES OF THE
PRECAST UNITS MAY BE AS PER THE FABRICATORS
RECOMMENDATION, HOWEVER ALL WORKMANSHIP SHALL PROVIDE
CONCRETE COVER OVER THE WELDED WIRE FABRIC AS SPECIFIED
ON THE PLANS AND THE CONCRETE CHAMFERS CHOSEN SHALL IN
NO WAY FUNCTIONALLY LESSEN THE DESIGN SHOWN ON THE
PLANS.
DESIGN EARTH COVER =
FOR PRECAST REINFORCED CONCRETE BOX CULVERT,SEE
SPECIAL PROVISIONS.
PROJECT NO.
STATION°
SHEET OF
STD. NO. PBCI
NOTE: SEE GRADING AND
DRAINAGE PLAN FOR SIZING
10
11
COUNTY
12
13
14
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