20070173 Ver 5_CL XX DAPI-US 3 10 00546 00 003_20161221

SET FRAME IN FULL
BED OF MORTAR
FINISHED GRADE—%
J H G I F
FRAME AND COVER
REFER TO NOTE 1
THIS SHEET
�i
NON-STRUCTURAL, PAVED AND STRUCTURAL
GRASSED OR AREAS
NON -TRAFFIC AREAS SAW CUT EXISTING PAVEMENT
2'-D" (STEP LAYERS). COAT FACE
NOTE:
SLOPE OR SUPPORT
TRENCH SIDEWALLS
AS REQUIRED TO
MAINTAIN STABILITY
OF TRENCH PER OSHA
TRENCHING AND
EXCAVATION STANDARDS
(PART 1926, SUBPART P)
APPROVED FILL MATERIAL
TO BE COMPACTED TO
DENSITY OF ADJACENT
UNDISTURBED MATERIAL
REFER TO PIPE BEDDING DETAILS
-' p
2° SLOPE
RUBBER GASKET
'o
MANHOLE WALL
DETAIL A
NTS
�c
o GRADE RINGS AS REQ'D
(MAX. ADJUSTMENT 8")
FRAME AND COVER
------------- ---------
LINK -SEAL (OR APPROVED SUBSTITUTE)
2'-0"I.D.
v
SET FRAME IN FULL
DIATELY PRIOR TO PLACING
oSTANDARD
ECCENTRIC
BED OF MORTAR
a
6"
CONE SECTION
tD
T-6"
PAVEMENT SECTION
GRADE RINGS AS REQ'D
FINISHED GRAD
Ln
p I
(MAX. ADJUSTMENT 8")
7
LL
O
95-1
DETAIL A
ow.
a
(MIN)
° DETAIL A
In
z
,a
THIS DWG
'� w
36"
A
5'-3"
¢ w
Ln
12
STANDARD RISER
z z
+N•i
REFER TO SECTION (AS REQ'D)
LEAN CONCRETE- FORM
SURFACE TO THE TABLE
NOTE
4a
t
•, • : • ° TROUGH TO DIRECT FLOW
0
4
CONNECTING PIPE
FROM INLET TO OUTLET
FOR ADDITIONAL INFORMATION
•'_
; (REFER TO TYP MANHOLE/PIPE
CONNECTION DETAIL)
/'-6"
8� -4"
60"
2'-8"
BASE SECTION
LAYERS NOT EXCEEDING 6"
8'-0"
8'-6"
5.
JOINTS BETWEEN ALL MANHOLE SECTIONS SHALL BE SEALED WITH A RUBBER
6" THICK GRANULAR
12 LEAN CONCRETE- FORM
O-RING GASKET PER ASTM C361.
BEDDING MATERIAL
°
TROUGH TO DIRECT FLOW
1 r—
BASE AND FIRST RISER SECTION SHALL BE MONOLITHICALLY POURED.
Q
FROM INLET TO OUTLET
6
00
IN THE FIELD.
-
a 1'-0" (TYP)
OD/2
ih
STRUCTURE A MINIMUM OF 3" ABOVE THE INVERT OF THE BASE SECTION.
t0
CONTRACTOR SHALL FURNISH THE FABRICATOR WITH ANGLES BETWEEN
OD/6
6" THICK GRANULAR
CENTER LINES, THE INVERT ELEVATIONS AND THE SIZE OF ALL PIPES.
BEDDING MATERIAL
TYPICAL PRECAST REINFORCED
MATERIAL (ASTM C-33,GRADATION
#8) THOROUGHLY COMPACTED IN
CONCRETE
MANHOLE/CATCH BASIN DETAIL
OD/6
NTS
�i
NON-STRUCTURAL, PAVED AND STRUCTURAL
GRASSED OR AREAS
NON -TRAFFIC AREAS SAW CUT EXISTING PAVEMENT
2'-D" (STEP LAYERS). COAT FACE
NOTE:
SLOPE OR SUPPORT
TRENCH SIDEWALLS
AS REQUIRED TO
MAINTAIN STABILITY
OF TRENCH PER OSHA
TRENCHING AND
EXCAVATION STANDARDS
(PART 1926, SUBPART P)
APPROVED FILL MATERIAL
TO BE COMPACTED TO
DENSITY OF ADJACENT
UNDISTURBED MATERIAL
REFER TO PIPE BEDDING DETAILS
-' p
2° SLOPE
RUBBER GASKET
'o
MANHOLE WALL
DETAIL A
NTS
TYPICAL PRECAST REINFORCED
CONCRETE SHALLOW CATCH BASIN/
so OF EXISTING BITUMINOUS
MANHOLE WALL
TYPICAL PIPE
FRAME AND COVER
------------- ---------
LINK -SEAL (OR APPROVED SUBSTITUTE)
ASPHALT EMULSION IMME-
REFER TO NOTE 1
SET FRAME IN FULL
DIATELY PRIOR TO PLACING
-----------------------
THIS SHEET
BED OF MORTAR
CONNECTOR
6"
CASING PIPE
tD
T-6"
PAVEMENT SECTION
GRADE RINGS AS REQ'D
FINISHED GRAD
(EXISTING/PROPOSED)
0
(MAX. ADJUSTMENT 8")
\15122R
24"
95-1
1 /
ow.
a
(MIN)
° DETAIL A
In
MATCH EXISTING PAVEMENT
2'-0"I.D.
THIS DWG
'� w
36"
1'-3"
5'-3"
¢ w
"4
12
BASE SECTION
z z
5'-3"
1
LEAN CONCRETE- FORM
SURFACE TO THE TABLE
; ;.;:•':
8" LOOSE LIFTS (MAX)
t
•, • : • ° TROUGH TO DIRECT FLOW
2'-2"
SEE SPECIFICATION No.000 210 02224
8'-2(("
FROM INLET TO OUTLET
FOR ADDITIONAL INFORMATION
1'-0" (TYP)
12" (MIN)
/'-6"
8� -4"
60"
2'-8"
7'-4"
LAYERS NOT EXCEEDING 6"
8'-0"
8'-6"
5.
JOINTS BETWEEN ALL MANHOLE SECTIONS SHALL BE SEALED WITH A RUBBER
6" THICK GRANULAR
LOCK
O-RING GASKET PER ASTM C361.
BEDDING MATERIAL
TYPICAL PRECAST REINFORCED
CONCRETE SHALLOW CATCH BASIN/
so OF EXISTING BITUMINOUS
MANHOLE WALL
TYPICAL PIPE
CONCRETE PAVEMENT WITH
------------- ---------
LINK -SEAL (OR APPROVED SUBSTITUTE)
ASPHALT EMULSION IMME-
(EXCAVATION/ BACKFILL)
-
DIATELY PRIOR TO PLACING
-----------------------
—
NEW PAVEMENT.
CONNECTOR
6"
CASING PIPE
tD
T-6"
PAVEMENT SECTION
+
O a
(EXISTING/PROPOSED)
0
LU
4"
24"
�.
T-8"
ow.
a
(MIN)
1.4
a
OD+1'-0"(MIN)
MATCH EXISTING PAVEMENT
1'-8"
_
SECTION.
36"
1'-3"
5'-3"
2'-11"
V-0"
8'-2"
NON
-SHRINK
5'-3"
GROUP
COMPACTED FILL MATERIAL
SURFACE TO THE TABLE
; ;.;:•':
8" LOOSE LIFTS (MAX)
12" (MIN)
2'-2"
SEE SPECIFICATION No.000 210 02224
8'-2(("
THOROUGHLY COMPACTED IN
FOR ADDITIONAL INFORMATION
': .' •
12" (MIN)
TYPICAL PIPE BEDDING DETAILS
NTS
K ] I H
NTS
L MANHOLE WALL
a
1"x1" CHAMFER (TYP)
t HDPE WATERSTOP
i
INVERT ELEVATION
(SEE MANHOLE SCHEDULE)
u,AT LOWEST
INVERT
, I., - . . +1 F
TYPICAL MANHOLE/PIPE
CONNECTION DETAIL
(FOR HDPE PIPE)
Ir •
MANHOLE WALL
TYPICAL PIPE
TRENCH DETAIL
------------- ---------
LINK -SEAL (OR APPROVED SUBSTITUTE)
CONNECTING PIPE
(EXCAVATION/ BACKFILL)
° "
IN MANHOLE OPENING (TO BE USED
-----------------------
WITH FRP, HDPE, PVC, PE AND PP PIPE.
NTS
CONNECTOR
6"
CASING PIPE
3'-10"
T-6"
LINK SEAL - WALL/PIPE
18"
CONNECTION DETAIL
2'-3"
3'-10"
/
6'-1"
24"
gD+2'-O"(M
T-8"
L OD+2'-0"(MAX)
2
6'-2"
30"
OD+1'-0"(MIN)
4'-6"
1'-8"
5'-0"
OD+1'-0"(MIN)
36"
1'-3"
5'-3"
2'-11"
V-0"
8'-2"
SELECT FILL MATERIAL
1'-10"
5'-3"
2'-11"
6'-6"
SURFACE TO THE TABLE
; ;.;:•':
2'-1"
12" (MIN)
2'-2"
77'-0"
8'-2(("
THOROUGHLY COMPACTED IN
2'-4"
': .' •
12" (MIN)
/'-6"
8� -4"
60"
2'-8"
7'-4"
LAYERS NOT EXCEEDING 6"
8'-0"
8'-6"
5.
JOINTS BETWEEN ALL MANHOLE SECTIONS SHALL BE SEALED WITH A RUBBER
LOCK
O-RING GASKET PER ASTM C361.
6.
BASE AND FIRST RISER SECTION SHALL BE MONOLITHICALLY POURED.
TROUGH & TABLE MAY BE POURED INTEGRAL TO THE BASE OR CONSTRUCTED
00
IN THE FIELD.
�a
7.
OD/2
STRUCTURE A MINIMUM OF 3" ABOVE THE INVERT OF THE BASE SECTION.
WELL GRADED GRANULAR
CONTRACTOR SHALL FURNISH THE FABRICATOR WITH ANGLES BETWEEN
OD/6
CENTER LINES, THE INVERT ELEVATIONS AND THE SIZE OF ALL PIPES.
MATERIAL (ASTM C-33,GRADATION
#8) THOROUGHLY COMPACTED IN
ALL PIPE TO STRUCTURE CONNECTION SHALL BE WITH A FLEXIBLE
OD/6
(4"MIN)
9.
LAYERS NOT EXCEEDING 6"
(4"MIN)
TO DIRECT FLOW FROM INLETS) TO OUTLET FOR ALL PIPES. DEPTH OF
TROUGH SHALL BE EQUAL TO 3/4 DIAMETER OF OUTLET PIPE FOR STORM
MIRAFI 170N FILTER FABRIC
DRAINS (SD). FORM INVERT TO 1/3 DIAMETER OF OUTLET FOR ALL PIPES
LARGER THAN 36".TABLES SHALL BE SMOOTH AND SLOPED TOWARDS THE
id 6"(MIN)
REFER TO NOTE # 15
6"(MIN) No
TROUGH AT 1"/FT.
1
TYPE I
MINIMUM INSIDE DIAMETER OF ALL MANHOLES SHALL BE FOURTY-EIGHT
TYPE IV
REINFORCED CONCRETE PIPE
(RCP) HIGH DENSITY POLYETHYLENE PIPE (HDPE)
DUCTILE IRON PIPE (DIP)
POLYVINYL CHLORIDE PIPE (PVCP)
TYPICAL PIPE BEDDING DETAILS
NTS
K ] I H
NTS
L MANHOLE WALL
a
1"x1" CHAMFER (TYP)
t HDPE WATERSTOP
i
INVERT ELEVATION
(SEE MANHOLE SCHEDULE)
u,AT LOWEST
INVERT
, I., - . . +1 F
TYPICAL MANHOLE/PIPE
CONNECTION DETAIL
(FOR HDPE PIPE)
Ir •
MANHOLE WALL
A
AS REQD FOR
------------- ---------
LINK -SEAL (OR APPROVED SUBSTITUTE)
CONNECTING PIPE
AS REQUIRED FOR SEALING PIPE
° "
IN MANHOLE OPENING (TO BE USED
-----------------------
WITH FRP, HDPE, PVC, PE AND PP PIPE.
ANNULAR
CLEARANCE
A
AS REQD FOR
------------- ---------
LINK -SEAL
CONNECTING PIPE
12"
(REFER TO PLAN FOR
2'-0"
TYPE, SIZE, LOCATION
2'-0"
p AND ELEVATION)
CONNECTOR
6"
CASING PIPE
3'-10"
T-6"
LINK SEAL - WALL/PIPE
18"
CONNECTION DETAIL
(FOR FRP, PVC, PE AND PP PIPE)
SIDEWALK
SET FRAME IN FULL
BED OF MORTAR /
8"MIN /
PRECAST, BRICK,
OR BLOCK
36"
FRAME AND COVER
REFER TO NOTE i
THIS SHEET
PAVEMENT
D I C
`v
r
LEAN
4-- CONC.
0
OUTLET PIPE
S
CAST -IN-PLACE
4"(TYP) BASE SLAB
#4 @ 12" O.C. E.W.
SECTION
COMBINATION CURB & GUTTER
END COORDINATE
SEE GRADING PLAN
J
J
IC PIPE
END COORDINATE ff
SEE GRADING PLAN
FLARED END SECTION (TYP.) L L I 4
EACH SIDE USE ►1
FLARED END SECTION DETAIL
NTS
DRAINAGE INLET DETAIL
(BRICK/BLOCK)
N.T.S.
r^�
E
DIA. + 1"
C B
TABLE OF DIMENSIONS - PIPE FLARED SECTION
DIAMETER
A
B
C
E
L
12"
4"
2'-0"
4'-1"
2'-0"
6'-1"
15"
6"
2'-3"
3'-10"
T-6"
6'-1"
18"
9"
2'-3"
3'-10"
3'-0"
6'-1"
24"
10"
T-8"
2'-6"
4'-0"
6'-2"
30"
1'-0"
4'-6"
1'-8"
5'-0"
6'-2"
36"
1'-3"
5'-3"
2'-11"
V-0"
8'-2"
42"
1'-10"
5'-3"
2'-11"
6'-6"
SURFACE TO THE TABLE
48"
2'-1"
6'-0"
2'-2"
77'-0"
8'-2(("
5411
2'-4"
6'-6"
2'-10"
/'-6"
8� -4"
60"
2'-8"
7'-4"
3'-6"
8'-0"
8'-6"
PLAN
B I A
NOTES:
1.
FRAME AND COVER SHALL BE EAST JORDAN IRON WORKS OR APPROVED
8
EQUAL. ALL CASTINGS SHALL BE HEAVY DUTY, GASKETED AND COATED. FRAME
SHALL BE SET IN y4" BED OF NON -SHRINK WATERPROOF CEMENT MORTAR.
CASTINGS ARE AS FOLLOWS:
1.1. FOR SOLID COVERS NUMBER V-1384 FRAME AND COVER
1.2. FOR GRATED AREA DRAINS V-5636 FRAME AND GRATE
1.3. FOR CURB INLETS NUMBER V-4066-1 FRAME COVER AND HOOD
2.
MANHOLE STEPS SHALL BE CONSTRUCTED OF FIBERGLASS REINFORCED
POLYPROPYLENE. STEP SHALL BE INSTALLED WITH NONSHRINK MORTAR OR
EPDXY GROUT, UNIFORMLY SPACED 12' TO 16" APART FROM THE TABLE TO THE
SURFACE. STEPS SHALL BE LOCATED TO ALLOW DIRECT ACCESS FROM THE
SURFACE TO THE TABLE
3.
PRE -CAST CONCRETE RISER RINGS, NOT EXCEEDING 12", SHALL BE USED TO
ADJUST THE HEIGHT OF THE CASTING TO GRADE
4.
ECCENTRIC CONE SECTION SHALL BE USED WHENEVER POSSIBLE. FLAT TOP
MAY BE USED ON A CASE BY CASE BASIS.
5.
JOINTS BETWEEN ALL MANHOLE SECTIONS SHALL BE SEALED WITH A RUBBER
LOCK
O-RING GASKET PER ASTM C361.
6.
BASE AND FIRST RISER SECTION SHALL BE MONOLITHICALLY POURED.
TROUGH & TABLE MAY BE POURED INTEGRAL TO THE BASE OR CONSTRUCTED
IN THE FIELD.
7.
ALL OPENINGS SHALL BE EITHER CAST OR CORE DRILLED INTO THE
STRUCTURE A MINIMUM OF 3" ABOVE THE INVERT OF THE BASE SECTION.
CONTRACTOR SHALL FURNISH THE FABRICATOR WITH ANGLES BETWEEN
CENTER LINES, THE INVERT ELEVATIONS AND THE SIZE OF ALL PIPES.
8.
ALL PIPE TO STRUCTURE CONNECTION SHALL BE WITH A FLEXIBLE
CONNECTOR.
9.
TROUGHS SHALL BE SMOOTH WITH A SEMICIRCULAR BOTTOM. FORM TROUGH
TO DIRECT FLOW FROM INLETS) TO OUTLET FOR ALL PIPES. DEPTH OF
TROUGH SHALL BE EQUAL TO 3/4 DIAMETER OF OUTLET PIPE FOR STORM
DRAINS (SD). FORM INVERT TO 1/3 DIAMETER OF OUTLET FOR ALL PIPES
LARGER THAN 36".TABLES SHALL BE SMOOTH AND SLOPED TOWARDS THE
TROUGH AT 1"/FT.
10.
MINIMUM INSIDE DIAMETER OF ALL MANHOLES SHALL BE FOURTY-EIGHT
INCHES (48"). LARGER DIAMETERS MAY BE REQUIRED FOR STRUCTURES WITH
MULTIPLE PENETRATIONS. DIAMETERS OF BASE SECTIONS SHALL BE
INCREASED AS FOLLOWS:
10.1. D = 60" (MIN) WHENEVER INLET OR OUTLET ARE > 30" < 42"
10.2. D = 72" (MIN) WHENEVER INLET OR OUTLET ARE > 42" < 54"
6
10.3. D = 84" (MIN) WHENEVER INLET OR OUTLET ARE > 54" < 60"
11.
ALL CONCRETE STRUCTURE SHALL CONFORM TO ASTM -478
12.
ALL CAST -IN-PLACE CONCRETE SHALL BE 4000 PSI (MIN) COMPRESSIVE
STRENGTH CONCRETE.
13.
PROVIDE 4-#5 BARS DIAGONALLY AROUND MANHOLE OPENING IN TOP SLAB
AND AROUND ALL PIPE OPENINGS IN WALLS. (CAST -IN-PLACE CONSTRUCTION)
14.
REFER TO PLANS FOR LOCATIONS, INVERT ELEVATIONS,PIPE SIZES AND TOP
3 15.
WHERE NO ED, RAP BEDDI G MA Y BACKRA
A D PR FILL WITH MIFI 170N
FILTER FABRIC OR APPROVED EQUAL TO PREVENT MIGRATION OF FINES
BETWEEN THE TRENCH AND NATIVE SOILS. REFER TO PLAN SHEETS FOR
SPECIFIC LOCATIONS.
INTEGRATED DRAIN
ADS DURASLOT OR
APPROVED EQUAL
NCRETE CURB AND GUTTER
i—ASPHALT PAVEMENT
4000 PSI CONCRETE CAP
- 6" FROM TRENCH EDGE AT
MID -POINT OF PIPE
- ASTM C-33 # 8 GRAVEL BACKFILL
- 6" BEDDING BELOW PIPE
OD+2'-0"(MAX)
OD+1 -0 MIN
LOCATION SHOWN EDGE DRAIN
BY ON PLANS COORDINATES OPTION A
CONCRETE PAVEMENT
DIA.+1"
44
d:
# 4000 PSI CONCRETE
HDPE PIPE WITH ENCASEMENT - 6" BEDDING
INTEGRATED DRAIN BELOW PIPE - 6" FROM TRENCH
ADS DURASLOT OR :. EDGE AT MID -POINT OF PIPE
APPROVED EQUAL 4:
OD+2'-0" Max
OD+1 -0 MIN
EDGE DRAIN
OPTION B
003 26JUL2016 CIT IFC - ADD MIRAFI 170N FILTER FABRIC AROUND BACKFILL
002 15JUN2010 CIT ISSUED FOR CONSTRUCTION
001 091 16 CIT ISSUED FOR INFORMATION - 95% DESIGN
v. date: Design ind.: Revisions:
EE Engineering Professional Corporation 100 Fluor Daniel Drive, Greenville, SC 29607 License No. C-0742
wl Drawing Document
chec ed: approved: classification
Novo Nordisk
Ess10"c!�.��•,� novo nordiske Diabetes API -US
q L Novo Nordisk AIS Creation date:
SE18APR2016
— _ Powhatan Road Revision date: 26JUL2016 CIVIL
�� _ Clayton, North Carolina Drawn By: C.TAYLOR MISCELLANEOUS
�tiG ���� USA
Design B A.ZUENDT STORM SYSTEM
�•, l '•`<`' Scale: NONE DETAILS
Page
no.:
CL XX DAPI -US 3 10 00546 00 003
51
31
1 ZI