STREAM IMPACT EXHIBIT.pdf

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(D-NOW OR REEKAPARTME-ERLNT,'31P0890011D2
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'
740
735
730
10 YEAR WATER SUV/
MIN. 1' M
1% MIN. SLOPE
0.28' SWALE FLOWLINE
740
tFACE ELEVATION
735
AX 3:1 SLOPE (TYP.)
?0 -10 0 10 20 30
740
735
730
'&7RL Y
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I
TYPICAL SECTION B-B'
1 "= 10,
10 YEAR WATER SURFACE ELE
TOP OF BERM
MIN. V
MAX 3:1 SLOPE (TYP.)
/0-37'
SWALE FLOWLINE
1% MIN. SLOPE
FTIE TO EXISTING GRADE
—10 0 10
✓ATION
735
30
—NOW OR FORMERLY
SUGAR CREEK APARTMf-
DB 366001F
PID 0890'
735
730
725
TOP OF BERM
Ld+�
0
SIDE
IGHT
Split Culvert 1050
10'-0" Wide
Top Weight = 13,800 lbs.
Base Weight = 25,100 lbs.
PROPOSED 2X10 BOX CULVERT -
CONTRACTOR SHALL SUBMIT SEALED BOX
CULVERT SHOP DRAWINGS TO THE CITY OF
CHARLOTTE FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
Notes:
— Maximun Inside Height as Shown
— Can be Made to any Height Shorter than Maximum
— Designed for HS-20 Wheel Loads
— See Trench Section for additional details
SPLIT CULVERT
OIdClStle Precast® File Name:020-SPLITCULVERT1-2 SPLIT CULVERT
PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2018 6070 / 8056 / 1050
Tel: [phone] Fax: [phone] oldcastleprecast.com/wilsonville
—NOW OR FO'
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' /
0.44'
SWALE FLOWLINE
1% MIN. SLOPE
735
CATION
730
(P.)
?0 —10 0 10 20 25
735
730
MAX 3:1 SL
TYPICAL SECTION E-E
1
/
72020 -10
-20 -10
TYPICAL SECTION D-D'
1 "= 10,
735
EVATION
730
1% MIN. SLOPE
725 725
20 —10 0 10 20
0
0
10
10
730
725
20720
20
2
ENGINEERING
1315
CHARLOTTE,
BEDLINGTON DR. NW
NC 28269
FIRM LICENSE #: P-2488
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SHEET NO.
C-500