20231022 Ver 1_More Info Received_20231018

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-NOW OR Y-
I
vNi SUGAR CREEK APARTMENT,'
DB ff I d A P1D890 301201
.. 1
GENERAL CONSTRUCTION NOTES:
1. APPROVAL OF THE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA
TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
3. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
4. CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER OR ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS
AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
5. ALL EARTH FILL TO BE COMPACTED TO MINIMUM 98% OF STD. PROCTOR MAXIMUM DRY DENSITY.
6. TOP 12" OF SUBGRADE OF BUILDING PADS TO BE COMPACTED TO MINIMUM 100% OF STD. PROCTOR MAXIMUM DRY DENSITY.
7. ALL RCP CULVERTS TO BE MINIMUM CLASS III RCP WITH TONGUE AND GROOVE OR BELL AND SPIGOT WATERPROOF JOINTS. JOINT
MATERIAL SHALL BE BUTYL RUBBER MASTIC PER FSS-SS-S-00210.
8. HDPE CULVERTS TO BE CORRUGATED, SMOOTH -WALLED IN ACCORDANCE WITH ASSHTO M294 TYPE S.
9. SUBGRADE OF ROADS TO BE PROOF ROLLED PRIOR TO STONE PLACEMENT.
10. ABC STONE TO BE COMPACTED TO 100% OF STD. PROCTOR.
11. BITUMINOUS PAVEMENT BASE COURSE TO BE COMPACTED TO A DENSITY COMPACTED TO A DENSITY OF 92%. BITUMINOUS SURFACE
COURSE TO BE COMPACTED TO A DENSITY OF 92%.
12. ALL CONCRETE FOR SIDEWALKS AND CURBS SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3600 PSI. THE CONCRETE MIX
AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
13. ALL CATCH BASINS, DROP INLETS, AND JUNCTION BOXES SHALL BE CONSTRUCTED PER NCDOT STANDARDS.
14. RETAINING WALL DESIGN TO BE PROVIDED BY CONTRACTOR'S WALL DESIGN ENGINEER. RETAINING WALL DRAWINGS TO BE PROVIDED
TO ENGINEER FOR REVIEW AND APPROVAL.
15. SEALED SHOP DRAWINGS OF THE PROPOSED CULVERT SHALL BE SUBMITTED TO THE ENGINEER AND CITY ENGINEERING FOR REVIEW
AND APPROVAL PRIOR TO INSTALLATION.
TYPICAL SECTION A -A'
1 "= 10'
7401, 1 1740
735
730
10 YEAR WATER SUI
MIN. 1'
0.28' SWALE FLOWLINE
1% MIN. SLOPE
-10 0 10
ZFACE ELEVATION
735
AX 3:1 SLOPE (TYP.)
740
735
730
'FRL Y I
'ENTS LL I
1
TYPICAL SECTION B-B'
1 "= 10'
10 YEAR WATER SURFACE ELE
TOP OF BERM
MIN. V
MAX 3:1 SLOPE (TYP.)
A 37'
SWALE FLOWLINE
1% MIN. SLOPE
TIE TO EXISTING GRADE
-10 0 10
`lid
✓ATION
735
30
-NOW OR FORMERLY
SUGAR CREEK APARTMr-
DB 366001F
PID 0890'
735
730
725
TOP OF BERM
Ld+�
0
-NOW OR F(`
SUGAR CREEK s
DB .7
Pi'
GRAPHIC SCALE
40 0 20 40 80 1E
( IN FEET )
1 inch = 40 ft.
TYPICAL SECTION C-C'
1 "= 10,
10 YEAR WATER SURFACE ELE1
MAX 3:1 SLOPE (T'
MIN.1' -J /
0.44,
SWALE FLOWLINE
1% MIN. SLOPE
-10 0 10
735
fATION
730
(P.)
735
730
MAX 3:1 SL
730
725
72020 -10 0
-20 -10 0
TYPICAL SECTION E-E
1 "= 10,
Offset=-8.62
Elev =
725.96
Of
Elev
set=10.48
= 726.56
s� 1
Offset=
Elev =
2.94
24.84
Offset
Elev =
1.63
724.80
Offset
Elev
-2.32
724.27
Offset=
Elev =
.69
724.28
PROPOSED
WIDENING.
OF EXIST
STREAM
BOTTOM 6"
NG STREAM
BED TO REMAIN
UNDISTURBED,
TYP.
TYPICAL SECTION D-D'
1 "= 10,
735
EVATION
730
JVVALL rLUVVLIIVC
1% MIN. SLOPE
25
725 725
20 -10 0 10 20
730
725
10 20720
10 20
2
ENGINEERING
1315
CHARLOTTE,
BEDLINGTON DR. NW
INC 28269
FIRM LICENSE #: P-2488
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SHEET NO.
C-5.01