HomeMy WebLinkAboutEM-C-30011. 1/4", SEE NOTE A
2 ASPHALT PAVEMENT
3. PREPARED SUBGRADE
4. 3/4" R
5. BATTER 1:6
6. 2" R
7. SEE NOTE B
8. BASE COURSE
GENERAL NOTES:
A. 1/4" PAVEMENT LIP ON LOW SIDE GUTTERS ONLY.
B. WHEN USED ON THE HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE
GUTTER SHALL MATCH THE SLOPE OF THE ADJACENT PAVEMENT, UNLESS
OTHERWISE DETAILED ON THE PLANS.
CONCRETE CURB AND
GUTTER
SCALE: NONE
1. TOP OF CURB
2. PAVEMENT SECTION
3. CURB END
CURB TAPER
SCALE: NONE
nlnTr_:
1. FINISH GRADE AS SHOWN
2.
NOT USED
3.
PRIME COAT
8
4.
NOT USED
5.
TOP OF PREPARED
SUBGRADE
6.
PREPARED SUBGRADE
-� 10
(AS SPECIFIED)
7. NOT USED
8. ASPHALT PAVEMENT
9. AGGREGATE
LEVELING COURSE
10. AGGREGATE BASE
COURSE
H. PROVIDE ASPHALT CONCRETE
PAVEMENT TYPE AS SPECIFIED.
ASPHALT PAVEMENT
SCALE: NONE
1. HAND PLACED RIPRAP,
D50 = 0.50'
2. CONCRETE VALLEY GUTTER
2
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11'
MIN
NOTE:
1. D50 = MINIMUM ROCK DIAMETER
2. VALLEY GUTTER TO SIT FLUSH TO TOP RIM OF BASIN
OUTLET PROTECTION
SCALE: NONE
1
5%
00 3
if
2
5%
M
0
3„
2'
4'-0"
5
L3-
6"
GENERAL CIVIL NOTES:
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1
2
3
4
5
3/4" R, TYP
#4 @ 12"
PLACE PREMOLDED
FILLER AGAINST
VERTICAL FACE WHERE
VALLEY GUTTER ABUTS
CONCRETE.
CONSTRUCT 6" x *
DEPRESSED BENCH
WHERE VALLEY
GUTTER ABUTS
ASPHALT PAVEMENT.
2. WHEN BENCH IS NOT REQUIRED, CONSTRUCT 1" BATTER ON VERTICAL FACE.
3.
PROVIDE 3" MINIMUM COVER ON ALL REINFORCING STEEL.
CONCRETE VALLEY GUTTER
SCALE: NONE
NEW SURFACING,
OR SURFACE
RESTORATION,
SEE PLANS --------
TRENCH
BACKFILL (EARTHFILL)
ABOVE
PIPE ZONE
12" MIN
PIPE OUTSIDE
DIAMETER
PIPE BASE
MATERIAL
TRENCH
STABILIZATION
WHERE REQD-
MIN WIDTH
PIPE OD+1'-6"
1. PROVIDE MATERIALS AS SPECIFIED IN
EARTHWORK SPECIFICATION.
2. TRENCHING TO MEET OSHA REQUIREMENTS.
TYPICAL TRENCH
SCALE: NONE
-H-1III
- DEPTH OF
COVER
MARKING
TAPE AS
SPECIFIED
PIPE ZONE
1. TACK COAT & CRACK SEAL, TYP, SEE NOTE
2. EXISTING PAVEMENT
3. EXISTING BASE COURSE
4. PREPARED SUBGRADE
5. SAWCUT JUST PRIOR TO PAVING
6. MIN 3" HMA, MATCH EXIST
7. BASE COURSE
8. PCCP W/THICKENED EDGE
9. INITIAL SAWCUT PRIOR TO DEMO
NOTE:
PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING. CRACK
SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.
CONCRETE TO AC PAVEMENT
TRANSITION
SCALE: NONE
1
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M � p2�
D
5 2
p TYP o
/ p
p
� D p
p
9' _ I
1. 5" CONC SLAB OVER MIN
6" STRUCTURAL FILL
2. 2" SCHEDULE 40 PIPE,
T304 STAINLESS STEEL
#4 SATIN FINISH, TYP OF
8, HUNTCO "THE STAPLE"
OR APPROVED EQUAL
3. PROVIDE MOUNTING PER
MANUFACTURER
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4. ASPHALT TO CONCRETE
TRANSITION PER DETAIL
4 THIS SHEET.
BICYCLE RACK
SCALE: NONE
5. EXISTING ASPHALT
PAVEMENT.
APPROVED FOR CONSTRUCTION
(APPROVER) (DATE)
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SIGNATURE
NOTE
THIS DOCUMENT IS THE PROPERTY OF MICRON TECHNOLOGJBY
AND CONTAINS CONFIDENTIAL INFORMATION THAT IS PROTECA CONFIDENTIALITY OR NON DISCLOSURE AGREEMENT EXECUTHE RECIPIENT, AND STATE AND FEDERAL LAW. UNAUTHORDISCLOSURE MAY RESULT IN CIVIL OR CRIMINAL LIABILIT
TOOL MICAP:
LID:
TOOL ETI:
PROJECT COORD: SSCHELLER
ENG. COORD: PCHRISTENSEN
OWNER: JFIESELMAN
DRAWN BY: SSHOEMAKER
PROJECT/WO:
REVISION
C39982
O
SHEET
EM-C-3001