SW4220602_Plansheet - Misc. Detail_20220713

3-
b
1.
I
HEAVY DUTY
FRAME (USF 4238)
& GRATE (USF 6218)
CONCRETE PR PRECAST
CONCRETE BOX; INSIDE
DIMENSION OF
BOX 24"x36"
a121tobi7we] GL11112
CUT PIPE FLUSH
WITH WALL (TYP.) _
FILL OPENINGS TO PROVIDE
WATER TIGHT SEAL USING
NON -SHRINK GROUT (TYP.)
z
PLAN
FRAME & GRATE
I
CONCRETE SHAPED
BENCH TO CENTERLINE
OF PIPE (TYP.)
a I-
MONOLITHIC
BASE SECTION
_ e a a
77 r:�
� MIN'., - IN-
4' _ III 4,
SECTION
NOTE: CONCRETE FILL
INVERT -IN TO BE 0.2 INVERT OF PIPE
HIGHER THAN INVERT -OUT
YARD INLET CATCH BASIN
NTS
(HORIZONTAL)
BEARING AREA OF THRUST BLOCKS
IN SQ. FT.
FITTING
SIZE
TEE
90°
BEND
45°
BEND
22.5°
BEND
11.25°
BEND
4
1.3
1.8
1.0
1.0
1.0
6
2.8
4.0
2.2
1.1
1.0
8
5.0
7.1
3.8
1 2.0
1.0
12
11.3
16.0
8.7
4.4
2.2
16
20.1
28.4
15.4
7.8
3.9
20
31.1
44.4
24.0
12.3
6.2
24
45.2
64.0
34.6
17.7
8.9
VALUES BASED ON 200 PSI WATER
PRESSURE & 2000 PSF SOIL BEARING
CAPACITY.
STRADDLE BLOCK
SEE DETAIL
(VERTICAL)
VOLUME OF THRUST BLOCK IN
CU. YDS.
FITTING
SIZE
BEND ANGLE
45°
1 22.5°
11.25°
4
1.1
0.4
0.2
6
2.7
1.0
0.4
8
4.0
1.5
0.6
12
8.5
3.2
1 1.3
16
14.8
1 5.6
12.3
TEE
VERTICAL BEND
FITTING
ROD
SIZE
SIZE
EMBEDMENT
4"-12"
#6
30"
14 -16
11
36
NOTE:
1. CONCRETE BLOCKING TO BE POURING
AGAINST UNDISTURBED EARTH.
2. ALL CONCRETE TO BE CLASS 3000.
3. INSTALL 12 MIL TOTAL THICKNESS
POLYTHENE SHEET AROUND FITTING.
SECURE SHEET ENDS TO PREVENT
INFILTRATION OF DIRT BETWEEN SHEET
& PIPE FITTING PRIOR TO POURING
THRUST BLOCKING.
4. PROTECT MECHANICAL JOINT
FOLLOWERS & BOLTS FROM CONCRETE
WITH TEMPORARY FORMS &
POLYTHENE SHEETING SEE NOTE #3.
THRUST BLOCKING DETAILS
NTS
GF
LOCKING
3" MIN. INVERT
SMOOTH PRECAST
POLYMER TRENCH BODY
"�""" DUTY BLACK POWDER COATED STEEL
WITH 3"X J" 0 CONCRETE ANCHORS
ISTALLATION BRACKETS FOR
LIGNING AND ANCHORING TRENCH
SLAB THICKNESS
(AS SPECIFIED)
MONOLITHIC POUR
4" MIN.
INSTALLATION BARS
TH
NOTES:
1. STANDARD SLOPE IS 0.5% UNLESS OTHERWISE SPECIFIED
2. REINFORCE ACCORDING TO STRUCTURAL REQUIREMENTS
3. TRENCH DRAIN MUST BE �" BELOW FINISHED CONCRETE GRADE
TYPICAL TRENCH DRAIN SECTION
NTS
DOWNSPOU
ADAPTE
6x6, W1.4XW1.4 WWF N 6x6��W2.9xW2.9 WWF (MATS ONLY)
1/2" EXPANSION JOINTS © 30 FT. MAX. O.C.
~ 1 /4" WEAKENED PLANE JOINTS @ 15 FT. MAX. O.C.
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8" C.A.B.C. STONE
SIDEWALK SECTION DETAIL NOTES:
1. T = 6" MIN. SEE PLAN FOR OTHER HIGH TRAFFIC OR HIGH STRESS AREAS
NTS WHICH MAY NEED THICKER SECTIONS.
2. MINIMUM COMPRESSIVE STRENGTH = 4000 PSI.
6" REINFORCED CONCRETE PAVEMENT
M,,,,,.IL-o„1 1T NTS
DOWN SPOUT DETAIL
NTS
z
°00 SOIL
BERM
HOLD-DOWN
STAKES
PLASTIC
CORRUGATED 1O
PIPE
STABILIZE
OUTLET
SEE GRADING PLAN
FOR RIP -RAP
OUTLET �4' IN. < �� L
LEVEL
SECTION
CROSS SECTION OF
PERMANENT SLOPE
DRAIN
/,/
INLET
PLAN VIEW
STANDARD T-SECTION
PERMANENT SLOPE DRAIN
NTS
45'
10'
5'
" 1 -j /2�1. 1/2'
CONTROL/ \�_ FORM PLATE
JOINT JOINT
4" 3000psi CONCRETE SIDEWALK
6" 3000psi FOR CONCRETE PAVEMENT
1
EXPANSION CONTROL
JOINT JJOYIINT,
GENERAL NOTES:
FORM PLATE
JOINT
SECTION A -A
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADIUS SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. A 1/2" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2" EXPANSION
JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID
STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK FOR FULL
DRIVEWAY LENGTH.
EXPANSION AND CONTROL JOINT LOCATION DETAIL
FOR CONCRETE SIDEWALKS AND PAVEMENTS
NTS
J�
LEXPANSION
JOINT
r.M
V) REV DATE DESCRIPTION BY PROJECT 210258 ..``,112111.181,�. I STANDARD DETAILS SHEET NO.
N 1 DATE 5/13/2022 THE SCALE BAR `-(N CARO ,*,
2 SHOWN BELOW DAVIS • MARTIN • POWELL - 0 oFE 0 `�'--
`1
o DESIGNED BAP MEASURES ONE ® 2� AL FINAL DRAWING NORDFAB SYSTEMS, INC.
w 3 DRAWN CCP INCH LONG ON E N G I N E E R S & S U RV EYO R S =
THE ORIGINAL NOT RELEASED FOR CONSTRUCTION
z 4 CHECKED BAP DRAWING. Know what's below.
F28/2° ,� FOR REVIEW/APPROVAL ONLY BUILDING EXPANSION PROJECT
Call before you di �,'� �ciNE�- 0 150 TRANSIT AVENUE
6 SCALE AS NOTED Dial 8-1-1 9 6415 OLD PLANK RD, HIGH POINT, NC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM LICENSE: F 0245 "'�.,'�M/N �A��PPo�OF
o SURVEYED DMP 4 .• THOMASVILLE, NORTH CAROLINA