ML14072A463
| ML14072A463 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 03/06/2014 |
| From: | Southern Nuclear Operating Co |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| TAC MF1117, TAC MF1118 | |
| Download: ML14072A463 (10) | |
Text
NUCLEAR
.TION AREA. GRIND TREES ON PER RESPONSIBLE XCAVATION AREA RESPONSIBLE ENGINEER.
MATERIAL FROM THE NUCLEAR ON DRAWINGS OR AS DIRECTED AND TACK ON ALL DISTURBED ON AREA. SEEDING FOR THE E COVER SHALL BE CONDUCTED TABLE FOR THE ESTABLISHMENT NENT VEGETATIVE COVER EROSION SHALL BE REQUIRED CONTROL MEASURES SHALL BE OF TERMINATION FOR THIS TECTION DIVISION <EPDl.
TO COORDINATE LOCATIONS NOTES:
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- 1. ALL E&SC MEASURES SHALL BE INSTALLED PRIOR TO INITIATION OF LAND DISTURBANCE WITHIN THE AREA PROTECTED 8Y EARLIER MEASURES.
- 2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.
IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLIMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
- 3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 1~
DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
- 4. FUEL STORAGE TANKS SHALL BE LOCATED AT THE SITE AS PROPOSED BY CONTRACTOR AND APPROVED BY THE ENGINEER. DOUBLE WALL OR SECONDARY CONTAIMENT WILL BE USED TO STORE FUEL ON SITE.
- STORM DRAIN SYSTEM <DRS) NOTES
- 1. ANY FIELD CHANGES SHALL BE APPROVED BY THE RESPONSIBLE ENGINEER.
- 2. MAXIMUM PERMISSIBLE SINGLE DUAL WHEEL LOAD OVER THE PROPOSED 36~ CLASS V RCP CULVERT SHOULD NOT EXCEED 253.840 LBS <REFER TO CALCULATION #
SVO-G1-XSC- 004l. CONTRACTOR TO CLEARLY POST WEIGHT LIMIT SIGNS AT BOTH ENDS OF THE CROSSING.
- 3. MAXIMUM PERMISSIBLE SINGLE DUAL WHEEL LOAD OVER THE PROPOSED 30~ CMP CULVERT SHOULD NOT EXCEED 102. 150 LBS <REFER TO CALCULATION
- SVO-G1-XSC-004). CONTRACTOR TO CLEARLY POST WEIGHT LIMIT SIGNS AT BOTH ENDS OF THE CROSSING.
- 4. SAFETY CLASSIFICATION FOR STORM DRAIN SYSTEM: E
- tHE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES ANO PRACTICES PRIOR TO. OR CONCURRENT WITH. LAND DISTURBING ACTIVITIES*
APPROX. LOCATION OF EXIST.
CONC. DITCH <NOT SURVEYED)
'--PROPOSED G.A.B. ROAD WILL NOT EXCEED EV. OF 218.00'
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SPECIFICATIONS - REINFORCED CONCRETE PIPE 1.ALL REINFORCED CONCRETE PIPE <RCPl FOR TH IS SHALL BE NEW AND PURCHASED SPECIFICALLY FOR THIS PROJECT.
THE SUBCONTRACTOR SHALL PROVIDE SHAW WITH COPIES OF PURCHASE VERIFICATION FOR ALL RCP.
2.ALL RCP FOR THIS PROJECT SHALL BE 36-INCH DIAMETER CLASS V.
3.ALL RCP FOR THIS PROJECT SHALL BE DELIVERED TO THE PROJECT SITE IN COMPLETE SECTIONS AS MANUFACTURED.
NO PARTIAL SECTIONS OF RCP WILL BE ACCEPTED. THE SUBCONTRACTOR SHALL STORE THE PIPE IN ACCORDANCE WITH THE PROJECT SPECIFICATION AND TECHNICAL REQUIREMENTS.
4.ALL RCP FOR THIS PROJECT SHALL CONFIRM TO THE FOLLOWING SPECIFICATIONS
- a. l ASTM C 76-08a STANDARD SPECIFICATION FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE.
/
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SOILS LEGEND MAP UNIT MAP UNIT NAME SYMBOL TrC TROUP FINE SAND, 5%
TO 8% SLOPES TrD TROUP FINE SAND, 8%
TO 17% SLOPES
- b. l ASTM C 443 STANDARD SPECIFICATION FOR JOINTS FOR CONCRETE PIPE AND MANHOLES USING RUBBER GASKETS.
- 5. THE RCP FOR THIS PROJECT SHALL BE INSTALLED BEDDED TO THE SPRING LINE OF THE PIPE IN 3.000 PSI CONCRETE.
LmD TROUP FINE SAND, 8%
TO 17% SLOPES SPECIFICATIONS -
GRADED AGGREGATE BASE ROADWAY 1.THIS WORK SHALL CONSIST OF FURNISHING AND PLACING ONE OR MORE COURSES OF GRADED AGGREGATE BASE <GABl IN ACCORDANCE WITH THESE SPECIFICATIONS AND IN CONFORMITY WITH THE LINES, GRADES AND THICKNESSES SHOWN ON THE DRAWINGS. GAB SHALL MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS, CONSTRUCTION OF ROADS AND BRIDGES, LATEST ED ITION -
DEPARTMENT OF TRANSPORTATION, STATE OF GEORGIA, SECTION 318 <LATEST EDITION).
2.THE GAB SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT OF ITS MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D 1557 <MODIFIED PROCTOR).
- 3. THE GAB SHALL BE PLACED IN LIFTS WITH A MAXIMUM THICKNESS OF FOUR INCHES PRIOR TO COMPACTION.
4.THE FINAL SURFACE OF THE GAB COURSE ROADWAY SHALL BE BLADED TO A SMOOTH AND UNIFORM TEXTURE.
THE ROADWAY SURFACE SHALL CONFORM TO THE ESTABLISHED THICKNESSES AND ELEVATIONS WITH AN ACCEPTABLE TOLERANCE OF 1 ~ INCH.
LmB TROUP FINE SAND, 0%
TO 5% SLOPES OI OSIER AND BIBB SOILS w
WATER LEGEND 100.0*-- PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
-*--- 100*--*-- EXISTING MAJOR CONTOUR
* EXISTING MINOR CONTOUR Q_
,o-LIMITS OF DISTURBANCE
-o-a-o-TEMPORARY SILT FENCE TEMP. DIVERSION DITCH
_,W--~'-"'-lRI'- TREE PROTECTION FENCE/LOD 24 HOUR CONTACT PERSON BOB ALLEN !706)826-3765 OR 0
50 ' 100' I
200 '
I (205) 288-2064 SCALE: 1 ~= 1 00' MARVIN GSWCC l NO. 00(
300'
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Q) w NRC RAI (TAG NOS. MF-1117 and MF-1118)
Attachment RAI 2-1 Sheet 2 of 10 RS = 5071 Main Ditch, Upstream of Blocked Culvert - Construction Phase 222~------------------------------------------------------------------------------~~L-eg-e-nd~
220 218 216 214 212+---~--~--~--~--~--~--~--~--~--~--~--~--~--~--~--~--~--~--~--~
-200
-100 0
Station (ft) 100 200 Ground Bank Sta
g c::
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Q) w RS = 4861 NRC RAI (TAG NOS. MF-1117 and MF-1118)
Attachment RAI 2-1 Sheet 3 of 10 IS Main Ditch, Blocked Culvert -Construction Phase 222~------------------------------------------------------------------------------~~L-eg-e-nd~
220 218 216 214 212+-~--~--~~--~--~~--~~--~--~~--~--~~--~~--~--~~--~--~~--~~
-150
-100
-50 0
50 100 Station (ft)
Ground Bank Sta
g c::
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Q) w NRC RAI (TAG NOS. MF-1117 and MF-1118)
Attachment RAI 2-1 Sheet 4 of 10 RS = 4200 Main Ditch, Upstream Portion of Relocated Ditch - Construction Phase 224,-----------------------------------------------------------------------------------~~~L-eg-e-nd~
220 218 216 214 212 210 208 206+-~--~~~--,-~--~~~--,-~--~~~--,-~--~~--~,-~--,-~--~,-~--,-~--~~
-300
-200
-100 0
Station (ft) 100 200 300 Ground Bank Sta
g c::
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Q) w NRC RAI (TAG NOS. MF-1117 and MF-1118)
Attachment RAI 2-1 Sheet 5 of 10 RS = 3000 Main Ditch, Downstream Portion of Relocated Ditch - Construction Phase 225,-----------------------------------------------------------------------------------~~~L-eg-e-nd~
220 215 210 205 200+-~--~~~--,-~--~~~--,-~--~~~--,-~--~~--~,-~--,-~--~,-~--,-~--~~
-300
-200
-100 0
Station (ft) 100 200 300 Ground Bank Sta
RS = 2411.71 222 220 218 216 g
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0
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-30
-20 NRC RAI (TAG NOS. MF-1117 and MF-1118)
Attachment RAI 2-1 Sheet 8 of 10 Main Ditch, Upstream Cross Section - Post Construction Phase Legend Ground Bank Sta
-10 0
10 20 Station (ft)
218 216 214 g
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-20 NRC RAI (TAG NOS. MF-1117 and MF-1118)
Attachment RAI 2-1 Sheet 9 of 10 RS = 1419.09 Main Ditch, Center Cross Section-Post Construction Phase Legend Ground Bank Sta
-10 0
10 20 Station (ft)
21 8 216 214 212 g
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-20 NRC RAI (TAG NOS. MF-1117 and MF-1118)
Attachment RAI 2-1 Sheet 10 of 10 RS = 100.0 Main Ditch, Downstream Cross Section - Post Construction Phase Legend Ground Bank Sta
-10 0
10 20 Station (ft)