HomeMy WebLinkAboutSW3210801_Plansheet C3.13&15 - Misc. Detail_20211124Ar'K COAT
39 5B ASPHALTIC CONCRETE
'ERPAVE SURFACE COURSE
325 OC PER GEP COMPACTED
UNITE AGGREGATE BASE COURSE
100% MAXIMUM DRY DENSITY
I MINIMUM 95% OF THE MATERIAL'S MAXIMUM STANDARD
L�d I � 111
PROCTOR DRY DENSITY (ASTM D 698)
2 THE UPPER 12 INCHES OF SUBGRADE IN PAVEMENT
AREAS SHOULD BE COMPACTED TO AT LEAST 100% OF
THE MATERIALS MAXIMUM STANDARD PROCTOR DRY
NOTE: DENSITY (ASTM D 698)
I REFERENCE GEOTECHNICAL REPORT DONE BY TERRACON COMPLETED 3 REFER TO GEOTECHNICAL ENGINEER'S REPORT
ON APRIL 20, 2021
ASPHALTIC CONC. PAVEMENT (LIGHT DUTY)
NOT TO SCALE
FINISHED GRADE OR
TOP OF PAVEMENT
WIT
=111 N
COMPACTED —
SUB -BASE
1 EACH:
?"0 PVC CONDUITS
2 EACH:-
?"0 PVC CONDUITS
CONDUIT BANK DETAIL
NOT TO SCALE
r 5
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ASPHALT PAVEMENT
BASE COURSE
COMPACTED
SUB -BASE
1 EACH:
?" 0 PVC CONDUITS
2 EACH:
?"0 PVC CONDUITS
— CONCRETE PAVEMENT
COMPACTED SUB -BASE
COMPACTED SUB -BASE J
CONCRETE —ASPHALT TRANSITION DETAIL
NOT TO SCALE
NOTE:
REFER TO PAVEMENT SECTION DETAIL FOR
THICKNESS (T*) OF CONCRETE PAVEMENT
PRIME COAT
2" ASPHALTIC CONCRETE S9 5B
SUPERPAVE SURFACE COURSE
3" 1-19 OC ASPHALTIC CONCRETE
SUPERPAVE BINDER COURSE
8" ABC COMPACTED GRANITE AGGREGATE
BASE ABC DOT TYPE COURSE AT 100%
MAXIMUM DRY DENSITY
1 MINIMUM 95% OF THE MATERIAL'S MAXIMUM STANDARD
PROCTOR DRY DENSITY (ASTM D 698)
I I I LEI I I I EEJ Ld LL::::::� I I I aim
2 THE UPPER 12 INCHES OF SUBGRADE IN PAVEMENT
AREAS SHOULD BE COMPACTED TO AT LEAST 100% OF
THE MATERIALS MAXIMUM STANDARD PROCTOR DRY
NOTE: DENSITY (ASTM D 698)
I REFERENCE GEOTECHNICAL REPORT DONE BY TERRACON COMPLETED 3 REFER TO GEOTECHNICAL ENGINEER'S REPORT
ON APRIL 20, 2021
ASPHALTIC CONC. PAVEMENT (HEAVY TRAFFIC AREAS)
FINISHED GRADE OR
TOP OF PAVEMENT
N
COMPACTED —
SUB -BASE
2 EACH: —
?"0 PVC CONDUITS
CONDUIT BANK DETAIL
NOT TO SCALE
NOTE: ALL CONDUIT SHALL BE
SCHEDULE 80 PVC.
24" CURB
18" CURB
"A>
8"
8"
"B"
6"
6"
„C„
9„
9„
"D"
15"
9"
"E"
3/4" MAX
3/4" MAX
ZL
SIDEWALK
5 5'
I/2" BATTER
2%
D
° D °"R
D °
D °
MIN 3,500 PSI CONCRETE °D NEW PVMT.
°
12°
SCARIFY AND
RECOMPACT SUBGRADE
TO 95% MOD. PROCTOR
OR PER SPECS
I. CONCRETE MIN. 3,500 PSI OR PER SPECS.
2. BROOM FINISH
3. PROVIDE EXPANSION JOINT EVERY 30'
4. PROVIDE 1/4 " TOOLED JOINT EVERY 5.5' FOR
CONTRACTION
TURNDOWN DETAIL
NOT TO SCALE
NOT TO SCALE
FINISHED GRADE OR
TOP OF PAVEMENT
N
CONDUIT BANK DETAIL
NOT TO SCALE
E LOPE 1 /2" PER FT
m
„C„
„D„
NOTES:
1. ALL CONCRETE SHALL BE 3,000 PSI.
2. PROVIDE CONTROL JOINTS EVERY TEN FEET (10').
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET
(50).
4. PROVIDE EXPANSION JOINT WHERE CURB ABUTS
SIDEWALKS, OR OTHER STRUCTURES.
5. PROVIDE LIGHT BROOM FINISH.
6. FOR PRIVATE DRIVES ONLY.
DEPRESSED CURB
NOT TO SCALE
FRAME &
GRATE (SEE
NOTE)
ao — W_
A
w \
D:
I ° °
N
N 6" 36" MIN. 6"
w
PIPE DIA •.
o -D-
FRONT ELEVATION
1
39 5C (IN TWO 1 5" LIFTS)
119 OC
325 OC
SUBGRADE
NOTE:
ALL SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE
WITH THE STANDARD PROCTOR TEST TO A DEPTH OF EIGHT (8) INCHES, AND DENSITY
OF 95% STANDARD PROCTOR DEPTHS GREATER THAN EIGHT (8) INCHES
NCDOT FULL DEPTH PAVEMENT SECTION
NOT TO SCALE
"PORTLAND CEMENT CONC
CI 330 1-03
'000 PSI
AGGREGATE BASE COURSE
MINIMUM 95% OF THE MATERIAL'S MAXIMUM STANDARD
PROCTOR DRY DENSITY (ASTM D 698)
2 THE UPPER 12 INCHES OF SUBGRADE IN PAVEMENT
AREAS SHOULD BE COMPACTED TO AT LEAST 100% OF
THE MATERIALS MAXIMUM STANDARD PROCTOR DRY
NOTE: DENSITY (ASTM D 698)
I REFERENCE GEOTECHNICAL REPORT DONE BY TERRACON COMPLETED 3 REFER TO GEOTECHNICAL ENGINEER'S REPORT
ON APRIL 20, 2021
PORTLAND CEMENT CONCRETE PAVEMENT SECTION
(HEAVY DUTY)
24"
SLOPE 1 FT-
#4 REBAR 5" O.C. EACH WAY
3000 PSI CONCRETE
VALLEY GUTTER DETAIL
NOT TO SCALE
NOTES:
1 FOR PRIVATE DRIVES ONLY.
NOTE:
STEPS TO BE CONSTRUCTED WITHIN ALL DRAINAGE
STRUCTURES THAT ARE DEEPER THAN 4.5 FEET.
NOT TO SCALE
5v
1" BATTER
N
SLOPE 3/8"/FT.
11„
18"
PITCH CURB
—1" BATTER
�-SLOPE 1 "/FT.
0
7" 11"
18"
NORMAL CURB
NOTES:
1. ALL CONCRETE SHALL BE 3,000 PSI.
2. PROVIDE CONTROL JOINTS EVERY TEN FEET (10').
3. PROVIDE EXPANSION JOINTS EVERY FIFTY FEET
(50).
4. PROVIDE EXPANSION JOINT WHERE CURB ABUTS
SIDEWALKS, OR OTHER STRUCTURES.
5. PROVIDE LIGHT BROOM FINISH.
18" STANDARD CURB 8c GUTTER
TOP OF CURB
TOP OF PAVEMENT TOP OF CURB
TOP OF GUTTER
rrk EMU
COMPACTED 0
�;7 BASE COURSE FILL I
BRICK UP TO GRAD
(HEIGHT VARIES)
ca0 ° P o
6" SUBGRADE DRAIN AND
#6 BARS ® 6" O.C. 04 CONNECTION OPENING
BOTH WAYS BOTH SIDES OF BOX.
N 0
w 6" 36" MIN. 6"
PRECAST CONCRETE 6 STEEL BOLLARD DETAIL
CONFORMING TO
ASTM C913 NOT TO SCALE
_7COMPACT BEDDING WHERE
SIDE ELEVATION PIPE ENDS TIE TO BOX (TYP)
NOTE:
1. SEE SUBGRADE DRAIN DETAILS NEXT SHEET.
2. PROVIDE SUBGRADE DRAINS PER SITE PLANS AND/OR PER GEOTECHNITCAL ENGINEERS DIRECTION.
3. FOR 24" CURB AND GUTTER, USE US FOUNDRY USF 5181-6420NORTH CAROLINA D.O.T.840.03 TYPE "E" STANDARD OR
EQUIVALENT.
4. FOR 18" CURB AND GUTTER, USE US FOUNDRY USF 5143 OR EQUIVALENT.
5. FOR 18" DOUBLE CURB AND GUTTER, USE US FOUNDRY USF 5130-2-6188OR EQUIVALENT.
STANDARD CURB INLET GRATE DETAIL
NOT TO SCALE
F".
ROUNDED
CONCRETE CAP
RIND SHARP EDGES
SCHEDULE 80 STEEL
PIPE FILLED WITH
CONCRETE AND PAINTED
SAFETY YELLOW
SLOPE TO DRAIN
TOP OF
PAVEMENT
18" 0
3,000 P.S.I.
CONCRETE
2-#4x12"
ANCHORS
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JOB NO:
J- 29101 0000
DATE:
II-19-2021
DRAWN:
NH
DESIGNED:
NH
REVIEWED:
WBS
IIIIAPPROVED:
WBS
SCALE:
I" = 1'
C3.13
NOT TO SCALE
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Water
Plan View
Section A -A
For more ?nfo+rratrorr abaw Due. Penz'Ler1s PXWO visit Us on the web at:
Great Plains WeSt Reigion oldcastleprecast,aom
v 2013 Oldcastka Precast, Inc_
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Circular FES Trash Guards
Model: FES Trash Girard
Isometric View
(For Reference .Only)
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LIMITS OF DETECTABLE
WARNING SURFACE
RAMP SLOPE NOT TO
EXCEED 1:12 (TYP )
CURB (6" HIGH)
a GUTTER (TYP )
A
NOTE: TRASH RACK
SHOULD BE INSTALLED
ON ALL
INTERCONNECTED
PIPES
A
6 Mj PP ER
CURB
ISOMETRIC VIEW OF RAMP
NOTES:
I CONSTRUCTION OF ACCESSIBLE CURB RAMP SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND ORDINANCES
2 TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY
ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20 (5%)
3 CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH OF CURB
RAMP SEE DETECTABLE WARNING DETAIL
CURB RAMP "TYPE B"
NOT TO SCALE
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TRAFFIC DUTY
OPEN AREA = 5.62 SQUARE FEET
ASTM A-48 CLASS 308
MAX
CROSS SLOPE
1 550 (2%)
J � pry
s
cp
pSS-l� MAX SLOPE
NOTE:
J CAUTION:
SLOPE NOT TO EXCEED
1:50 (2%) IN ANY DIRECTION
MAXAX SLOPE
)
1:50 (2%)
—gj MAX SLOPE
\S!p 1:20 (5%) ,
A
r29F�
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rs9J'�F
J MAX
CROSS SLOPE
1:50 (2%)
ALL SIDEWALKS TO MEET ADA STANDARDS
TYPICAL SIDEWALK INTERSECTION
ON ACCESSIBLE ROUTE
s0 9/16
c
35 3/4 GRATE
3� 3/4 ORATE
NOT TO SCALE
1 /2" 0 X 2 1 /2" LG.
GAL'VAN17ED BOLTS
5 7/8
2 R
ANCHOR HOLES
t4�-
�iti TO 4 F+-
24 5/16 31
6
NOTES:
i- MATERIAL: ASTM-A48 CLASS
2 30B GRAY IRON.
2- FRAME WT: 180 LBS. APP. EA.
3- GRATE WT: 215 LBS. APP. EA.
4- H OOa WT: 125 LBS. APP. EA.
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JOB NO:
J- 29101 C
DATE:
II-19-2021
DRAWN:
NH
DESIGNED:
NH
REVIEWED:
WBS
APPROVED:
WBS
SCALE:
I" = 1'
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