20160754 Ver 1_Application_20160801

GREENVILLE, UTILITES COMMISSION
GCP87 OLDR11"ERROADGASMAIWIZEPL-ACEMENT
CITY OF GREENVILLE, NORTH CAROLINA
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KEY PLAN
NOTTO SCALE
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PIPING BILL OF MATERIALS
ITEM
GUC
ITEM
QTY.
UNIT
SPECIFICATION
NO.
STOCK #
NOTTO SCALE
W
1
501340
PIPE, 3/4" MDPE
420
LF
ASTM D2513,.095" MIN. WALL THICKNESS, 1.05" O.D., SDR 11, PE
W `
CIVIL CONSTRUCTION
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SHEET NO. 1 — COVER SHEET/ GENERAL NOTES
2406, 500 LF COIL, MARKED DOT SECT. 192.63, ENDS CAPPED
2
501370
PIPE, 2" MDPE
150
LF
ASTM D2513,.216" MIN. WALL THICKNESS, 2.375" O.D., SDR 11, PE
SHEET NO. 6 — GAS MAIN LAYOUT
2406, 500 LF COIL, MARKED DOT SECT. 192.63, ENDS CAPPED
3
501380
PIPE, 4" MDPE
60
LF
ASTM D2513,391" MIN. WALL THICKNESS, 4.5" O.D., SDR 11.5, PE
2406,40 LF STICKS, MARKED DOT SECT. 192.63, ENDS CAPPED
4
505640
PIPE, 8" MDPE
10121
LF
ASTM D2513,0.784" MIN. WALL THICKNESS, 8.625" O.D., SDR 11, PE
2708,40 LF STICKS, MARKED DOT SECT. 192.63, ENDS CAPPED
5
506060
WIRE, #8 TRACE
10331
LF
#8 YELLOW THHN, STRANDED COPPER, 500' HAND SPOOLS
6
506070
WIRE, #10 TRACE
420
LF
#10 YELLOW THHN, STRANDED COPPER, 500' HAND SPOOLS
7
501850
COUPLING, 3/4" PE
40
EA
ASTM D2513 & ASTM D2683 SOCKET, INJECTION MOLDED, SDR 11, PE
2406, ASTM MARKED DOT SECT. 192.63, SDR 11
8
501880
COUPLING, 2" PE
2
EA
ASTM D2513 & ASTM D2683, BUTT FUSE, INJECTION MOLDED, SDR 11,
PE 2406, ASTM MARKED DOT SECT. 192.63
9
505190
COUPLING, 4" ELECTROFUSION
1
EA
ASTM D2513 & ASTM D2683, INJECTION MOLDED, SDR 11, PE 2406
10
505201
COUPLING, 8" ELECTROFUSION
35
EA
ASTM D2513 & ASTM D2683, INJECTION MOLDED, SDR 11, PE 2406
11
504680
CAP, 3/4" PE
40
EA
ASTM D2513 & ASTM D2683 SOCKET, INJECTION MOLDED, SDR 11, PE
2406, ASTM MARKED DOT SECT. 192.63, SDR 11
12
501830
CAP, 2" PE
2
EA
ASTM D2513 & ASTM D2683 SOCKET, INJECTION MOLDED, SDR 11, PE
2406, ASTM MARKED DOT SECT. 192.63, SDR 11
13
504690
CAP, 4" PE
1
EA
ASTM D2513 & ASTM D2683, BUTT FUSE, INJECTION MOLDED, SDR 11,
PE 2406, ASTM MARKED DOT SECT. 192.63
14
504800
CAP, 6" PE
4
EA
ASTM D2513 & ASTM D2683, BUTT FUSE, INJECTION MOLDED, SDR 11,
PE 2406, ASTM MARKED DOT SECT. 192.63
15
NS
CAP, 8" PE
2
EA
ASTM D2513 & ASTM D2683, BUTT FUSE, INJECTION MOLDED, SDR 11,
PE 2406, ASTM MARKED DOT SECT. 192.63
16
504930
ELL, 4" PE 90 DEG.
1
EAASTM
D2513 & ASTM D2683, BUTT FUSE, INJECTION MOLDED, SDR 11,
PE 2406, ASTM MARKED DOT SECT. 192.63
17
505950
ELL, 8" PE 90 DEG.
4
EA
ASTM D2513 & ASTM D2683, BUTT FUSE, INJECTION MOLDED, SDR 11,
PE 2406, ASTM MARKED DOT SECT. 192.63
18
505360
SADDLE, 8" X 2" HIGH VOLUME
2
EA
ASTM D2513 & ASTM D2683, SDR 11, PE2406
TAPPING
19
NS
TEE, 8"X4" ELECTROFUSION SADDLE
1
EA
ASTM D2513 & ASTM D2683, SDR 11, PE2406
20
506040
SADDLE, 8" X 3/4" ELECTROFUSION
20
EA
KIT W/ 800CFH EXCESS FLOW VALVE STICK FUSED TO THE OUTLET, W/
TAPPING TEE W/EFV
TWO 3/4" ELECTROFUSION COUPLINGS AND 3 EA. ALCOHOL WIPES.
(ASTM D2513, SDR11, PE2406 COMPATIBLE)
21
NS
TEE, 8" X 8"
2
EA
ASTM D2513 & ASTM D2683, BUTT FUSE, INJECTION MOLDED, SDR 11,
PE 2406, ASTM MARKED DOT SECT. 192.63
22
504840
VALVE, 2" PE
2
EA
POLYETHYLENE BALL VALVE BODY MUST BE PE2406, MIN. PRESSURE
RATING 80 PSIG, VALVE STUB ENDS PREPARED TO BUTT FUSION WITH
SDR11.5 PE PIPE, MUST MEET OR EXCEED REQUIREMENTS OF USDOT
49CFR-PART 192 FOR NATURAL GAS DISTRIBUTION.
23
505980
VALVE, 8" PE
10
EA
POLYETHYLENE BALL VALVE BODY MUST BE PE2406, MIN. PRESSURE
RATING 80 PSIG, VALVE STUB ENDS PREPARED TO BUTT FUSION WITH
SDR11.5 PE PIPE, MUST MEET OR EXCEED REQUIREMENTS OF USDOT
49CFR-PART 192 FOR NATURAL GAS DISTRIBUTION.
24
504940
BOX, 6" PLASTIC GAS VALVE
12
EA
FLUSH MOUNTED VALVE BOX W/ "GAS" LID.
25
305190
COLLAR, CONCRETE VALVE
12
EA
PRE -CAST CONCRETE COLLAR
26
NS
12" STEEL ENCASEMENT PIPE
80
EA
PIPE, WT=0.365", API -5L GRADE B, BARE, ERW, BE
27
NS
LINK SEALS (8"X12")
4
EA
LINK SEAL FOR 12" STEEL CASING PIPE, GPT MODEL LS -475-C
28
NS.
SPACERS (8"X12")
13
EA
CASING SPACER FOR 12" STEEL CASING PIPE, GPT MODEL PE
29
503070
2" STEEL PIPE (VENT STACK)
20
LF
ASME B16.9 & ASTM A234 WPB. 0.154" WALL THICKNESS, 12 MIL FBE
30
1 504610
1 RETURN, 2" 180 DEG WELD
2
EA
ASME 816.9 & ASTM A234 WPB. 0.154" WALL THICKNESS, 12 MIL FBE
a
LEGEND
{ TEMPORARY BENCH MARK
PROP. GAS MAIN
— — — — — EXIST. GAS MAIN
Oo EXIST. GAS VALVE
pa EXIST. FIRE HYDRANT
---------- EXIST. WATER MAIN
R/W RIGHT OF WAY
— CENTERLINE` R/W
o MB MAIL BOX
0 WM WATER • METER
OPP UTILITY POLE
— — EXIST. UG TELEPHONE CABLE
OTPED TELEPHONE PED
❑TBOX TELEPHONE BOX
0TVLT TELEPHONE VAULT
° TVPED CABLE TV PED
11EDT ELECTRICAL TRANSFORMER
OFO FIBER OPTIC PED
)< —X EXIST. FENCE
--- EXIST. PROPERTY LINE
— — — DITCH CENTERLINE
—Q— EXIST. SIGN
�—--� EXIST. CULVERT
XX'r RCP
J I Dw DRIVEWAY (CONCRETE OR ASPHALT)
—•—DETAIL NUMBER
---SHEET NUMBER
0+00 STATION
PROP. PROPOSED
EXIST. EXISTING
PGS PROP. GAS SERVICE
EGS EXIST. GAS SERVICE
PX POLYETHYLENE
HVTi' HIGH VOLUME TAPPING TEE
REVISIONS:
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VICINITY MAP
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INDEX TO SHEETS
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CIVIL CONSTRUCTION
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SHEET NO. 1 — COVER SHEET/ GENERAL NOTES
SHEET NO. 2 — GAS MAIN LAYOUT
SHEET NO. 3 — GAS MAIN LAYOUT
SHEET NO. 4 — GAS MAIN LAYOUT
SHEET NO. 5 — GAS MAIN LAYOUT
SHEET NO. 6 — GAS MAIN LAYOUT
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SHEET IN 7 — GAS MAIN LAYOUT z
SHEET NO. 8 — GAS MAIN LAYOUT -,
SHEET NO. 9 — GAS MAIN LAYOUT
SHEET NO. 10 — TRAFFIC CONTROL DETAILS Cn z
SHEET NO. 11 — MISCELLANEOUS DETAILS W O
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SHEET NO. 12 — MISCELLANEOUS DETAILS
RK&K SHEET NO. A -13A (COPY FOR REFERENCE ONLY) O C/)z
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GENERAL
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1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT W V W ' t
SPECIFICATIONS AND STANDARDS OF GREENVILLE UTILITIES AND BE IN CONFORMANCE WITH Z W J
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) REQUIREMENTS. W a.
1— W
2. TEMPORARY DRAINAGE DURING CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR TO
RELIEVE AREAS THAT MAY CAUSE DAMAGE TO THE ROADWAYS OR IMPEDE TRAFFIC AS DIRECTED 0
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BY THE NCDOT WITHIN THE PROJECT LIMITS. W = ,
3. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME THE W W�• 1c�c
RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC AND/ OR PRIVATE) THAT Z J op G
MAY EXIST IN THE AREA OF CONSTRUCTION. UTILITY OWNERS SHALL BE NOTIFIED 72 HOURS IN (n --j
ADVANCE OF ANY EXCAVATION IN THE PROXIMITY OF THE UTILITIES. THE CONTRACTOR, AT HIS > V Q
OWN EXPENSE SHALL BE RESPONSIBLE FOR THE REPAIR OF EXISTING UTILITIES DAMAGED CC Z
DURING CONSTRUCTION. W W
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4. THE CONTRACTOR SHALL CONTACT THE NC 811 CENTER AT 1-800-632-4949 72 HOURS IN
ADVANCE OF ANY CONSTRUCTION.
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5. ALL DRAINAGE PIPES AND STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS o
RESULTING FROM CONSTRUCTION. THESE PIPES AND STRUCTURES SHALL BE MAINTAINED
CLEAN DURING THE PERIOD OF CONSTRUCTION.
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6. ALL DISTURBED SLOPES SHALL BE RESTORED TO EXISTING GRADES AND STABILIZED WITH SEED M
& MULCH AND TACKED IF APPROPRIATE. Cl) 1)rn _ 0 m o
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7. THE GAS MAIN SHALL BE INSTALLED SO AS TO PROVIDE A MINIMUM OF TWELVE (12") INCHES OF = W = �-
CLEARANCE TO ALL OTHER UNDERGROUND UTILITIES AND STRUCTURES. WHERE THIS IS NOT Z •O Q w cn a)
CL
POSSIBLE APPROPRIATE PROTECTION SHALL BE PROVIDED. GAS MAINS INSTALLED BY HDD MUST cn E ca
MAINTAIN, AT A MINIMUM, 24" OF CLEARANCE FROM THE BOTTOM OF RCPs 36" AND LARGER. Q •
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8. ALL EXISTING PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO J �,
PRE -CONSTRUCTION CONDITIONS BY THE CONTRACTOR ACCORDING TO THE DETAILS PROVIDED"
IN THE PLANS. Q Z ° :
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9. REFERENCE TO DEMLR REFERS TO THE STANDARDS AND SPECIFICATIONS CONTAINED IN THE ��i� N W Co '>
NORTH CAROLINA DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, EROSION AND > ; ti m
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. t
10. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AS DESCRIBED ON CARO�'''
THE PROJECT PLANS AND DETAILS DURING CONSTRUCTION AND SURFACE RESTORATION UNTIL �`��O`�.••""''••��ti''
SUCH MEASURES ARE NOT NECESSARY. WHERE ADDITIONAL MEASURES ARE NECESSARY, THE ;Q� q•;
CONTRACTOR SHALL INSTALL AND MAINTAIN THE APPROPRIATE MEASURES ACCORDING TO THE SE _
NORTH CAROLINA DIVISION OF ENERGY, MINERAL AND LAND RESOURCES DESIGN 9
MANUAL.
11. REFER TO NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. R/�K
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/ OR PENALTIES RESULTING
FROM ALL NON-COMPLIANCE WITH FEDERAL, STATE, AND LOCAL PERMITS AND ENCROACHMENT Date:
AGREEMENTS. Survey - Draft JML
Design FLS Check FLS
13. REPLACE ALL DAMAGED DRAIN CULVERTS WITH NEW CULVERTS OF THE SAME SIZE AND Project No. 2015045
MATERIAL. Drawing No. W-3655
Scale: NOT TO SCALE
Sheet No. of 13
ISSUED FOR BIDS

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PROPOSED 8" PE GAS MAI
(REFER TO RK&K SHEET A -13A)
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PROPOSED 8" PE GAS MAIN 88) \ \ \
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'� 8N PE GAS MAIN W/ —
— �— — -- j x X ELECTROFUSION COUPLING S% �30 LMonsonF g•� PE \ \ \
-- -- -- ------ — X X 25'OFFEOP -- A�LEDBy R GAS
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PROFILE - 230 LF 8" PE GAS MAIN INSTALLED
BY DIRECTIONAL BORE SCALE- FIORz: 1"=5
VERT: I"= 5'
50
45
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STRAW WATTLE 4
CHECK DAM (TYP.)
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EXIST 4" PE GAS LINE
BY CONTRACTOR)
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EXIST. 30' PERMANENT
UTILITY EASEMENT
NOTE:
1. UNLESS OTHERWISE NOTED ON THE PLANS,
INSTALLATION OF ALL GAS MAINS WILL BE VIA OPEN
TRENCH.
2. ALL EXISTING GAS SERVICES SHALL BE RELOCATED
TO THE NEW GAS MAIN UNLESS OTHERWISE NOTED.
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BY DIRECTIONAL BORE SCALE- FIORz: 1"=5
VERT: I"= 5'
50
45
40
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STRAW WATTLE 4
CHECK DAM (TYP.)
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EXIST 4" PE GAS LINE
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EXIST. 30' PERMANENT
UTILITY EASEMENT
NOTE:
1. UNLESS OTHERWISE NOTED ON THE PLANS,
INSTALLATION OF ALL GAS MAINS WILL BE VIA OPEN
TRENCH.
2. ALL EXISTING GAS SERVICES SHALL BE RELOCATED
TO THE NEW GAS MAIN UNLESS OTHERWISE NOTED.
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PROFILE - 230 LF 8" PE GAS MAIN INSTALLED
BY DIRECTIONAL BORE SCALE- FIORz: 1"=5
VERT: I"= 5'
50
45
40
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STRAW WATTLE 4
CHECK DAM (TYP.)
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EXIST 4" PE GAS LINE
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EXIST. 30' PERMANENT
UTILITY EASEMENT
NOTE:
1. UNLESS OTHERWISE NOTED ON THE PLANS,
INSTALLATION OF ALL GAS MAINS WILL BE VIA OPEN
TRENCH.
2. ALL EXISTING GAS SERVICES SHALL BE RELOCATED
TO THE NEW GAS MAIN UNLESS OTHERWISE NOTED.
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Project No. 2015045
Drawing No. VV -3655
Scale: 1 "=50'
Sheet No. of 13
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Project No. 2015045
Drawing No. VV -3655
Scale: 1 "=50'
Sheet No. of 13

REVISIONS:
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— — — — — — — — — — — — — — — — — — — — — �. I
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8 ELECTROFUSION COUPLING PROPOSED 8n,5 ' m; N�
" SPE GAS MAIN {
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PE GAS MAIN
5 TIE INTO EXISTING
11 8" PE GAS MAIN
8" ELECTROFUSION COUPLING
`� EXIST. 8" PE GAS MAIN
`--EXIST. 6" PE GAS MAIN
4" PE GAS MAIN
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PROPOSED NT ...
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50'x 10' TEMP. � .. // ., � "' 1
CONST. EASEMENT /
8" PE 900 ELL
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Sheet No. of 13

a
ROAD
W21-4 WORK
48"x48" AHEAD
BE 1 t
VV -27 PREPARED I
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W20 -7a
48"x48"
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48"x48" END
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48"x24"
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G20 -2a
48"x24"
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ROAD WORK
500'±
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350'-' 350'-
BARRELS — TRAVELWAY SPACING
500 500'
500' 500'
SPA IN
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48"x48"
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NOTE #6 W4 -2R W9-2 W20-5
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TYPE B OR C MIN. ¢
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NOTE #6
0
0
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® W20 -7A
48"x48"
03
TYPICAL LANE CLOSURE
SINGLE LANE TRAFFIC
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40'
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48"x48"
20'
40'
AHEAD
TYPICAL LANE CLOSURE
245'
540'
Q EXIT TAPER
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G20 -2o
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ADMINISTRATION AND THE MOST CURRENT NORTH CAROLINA WORK AREA PROTECTION
F-
STANDARD SPACING
END
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NOTE #6
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80'
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20'
40'
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540'
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80'
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10.
THIS PLAN IS PROVIDED BY GREENVILLE UTILITIES COMMISSION IN AN EFFORT TO
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48"x48"
AHEAD
ROAD
WORK W21-4
AHEAD 48"x48" TRAFFIC CONTROL NOTES
1. NO WORK SHALL BE DONE WITHIN 300 FEET OF PRIMARY ROAD INTERSECTIONS
BETWEEN THE HOURS OF 7:00 A.M. - 9:00 A.M. AND 4:00 P.M. - 6:00 P.M.
2. UNLESS SPECIAL PERMISSION HAS BEEN GRANTED BY ANY AND ALL CONTROLLING
AUTHORITIES, ALL LANES MUST BE RESTORED TO NORMAL WIDTHS AT THE
CONCLUSION OF EACH CONSTRUCTION DAY.
3. CHANNELIZING DEVICES MUST SEPARATE THE WORK AREA FROM THE TRAVELED WAY
AND BE EXTENDED TO WHERE THEY ARE VISIBLE TO ONCOMING TRAFFIC.
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5.
ALL TRAFFIC CONTROL METHODS AND DEVICES SHALL CONFORM TO THE MOST
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CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS
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ISSUED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY
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20 W C°- :3
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A TRUCK WITH EITHER AN ARROW BOARD OPERATING IN THE CAUTION MODE, OR AT
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IS 45 MPH OR GREATER, A TRUCK MOUNTED ATTENUATOR SHALL BE USED.
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THE CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS
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THE CONTRACTOR SHALL OBTAIN WRITTEN CONSENT FROM THE CONTROLLING AUTHORITY
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10.
THIS PLAN IS PROVIDED BY GREENVILLE UTILITIES COMMISSION IN AN EFFORT TO
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THE WORK AND THE PUBLIC'S SAFETY. IT IS A SPECIFIC CONTRACT REQUIREMENT THAT
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.
AGAINST ALL LOSSES INCURRED IN THE EXECUTION OF THE WORK AND IN THE
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GUARDING OF IT. THIS REQUIREMENT INCLUDES BUT IS NOT LIMITED TO THE USE OF
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'��CK �- • S``�•
Date:
Survey - Draft JML
Design FLS Check FLS
Project No. 2015045
Drawing No. W-3655
Scale: NOT TO SCALE
Sheet No. of 13
10
ISSUED FOR BIDS

I
REVISIONS:
- -
CONSTRUCTION SPECIFICATIONS
MAINTENANCE
CONSTRUCTION SPECIFICATIONS
2" x 4" DROP INLET
1.
SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET PROPYLENE, NYLON, 1.
SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
1. SILT FENCE DROP INLET PROTECTION WOOD FRAME WITH GRATE
W
POLYESTER OR ETHYLENE YARN AND SHALL BE CERTIFIED BY THE
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED
o
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING
REPAIRS SHALL BE MADE IMMEDIATELY.
A. SILT FENCE SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS
REQUIREMENTS:
FOR "EXTRA STRENGTH" DEHNR 6.51 AND SHALL BE CUT FROM A
PHYSICAL PROPERTY TEST REQUIREMENTS 2.
CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT
CONTINUOUS ROLL TO AVOID JOINTS.
FILTERING EFFICIENCY ASTM 5141 85% (MIN.)
FENCE RESULTING FROM END RUNS AND UNDERCUTTING.
B. STAKES SHALL BE 2 x 4-INCH WOOD (PREFERRED) OR EQUIVALENT �_
EXISTING PE PIPE
3.
TENSILE STRENGTH AT VTM-52 EXTRA STRENGTH-
SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME
METAL WITH A MINIMUM LENGTH OF 3 FEET.
20% (MAX.) ELONGATION 50 LBS./LIN.IN. (MIN.)
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND
THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED
C. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A
PE TEE
PROMPTLY.
MAXIMUM OF 3-FEET APART, AND SECURELY DRIVE THEM INTO THE
GROUND, APPROXIMATELY 18-INCHES DEEP.
5
FLOW RATE ASTM 5141 0.3 GAL./SQ.FT./MIN. (MIN.) 4.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT.
GATHER EXCESS
EXISTING
:.
PE PIPE PE VALVE
Z
0
THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY
D. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2 x
11
a
ULTRAVIOLET RADIATION ASTM G-26 90% (MIN.)
ONE-HALF THE HEIGHT OF THE BARRIER.
4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA ATA STAKE
cc
STABILITY
5.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS
MAXIMUM OF 1 1/2 FEET ABOVE THE DROP INLET CREST. FILTERED
FABRIC
PE PIPE PE REDUCER (AS REQUIRED)
SEE DEHNR TABLE 6.62b
NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE
WATER
E. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
EXISTING GRADE, PREPARED AND SEEDED.
BACKFILL THE TRENCH WITH 12 INCHES OF COMPACTED SOIL. RUNOFF WATER
2.
SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND
WITH SEDIMENT
PE PIPE
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE
F. FASTEN FABRIC SECURELY BY STAPLES OR WIRE TO THE STAKES AND
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF O•F TO 120'F.
FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE.
3.
IF WOODEN STAKES ARE UTILIZED FOR SILT FENCE CONSTRUCTION, THEY MUST
WOOD OR METAL POST EXTRA STRENGTH FILTER FABRIC
G. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE
'
HAVE A DIAMETER OF 2 INCHES WHEN OAK IS USED AND 4 INCHES WHEN
DOWNSLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. BURIED
a
cc
PINE IS USED. WOODEN STAKES MUST HAVE A MINIMUM LENGTH OF 5 FEET. 6' Mqk
FABRIC , ,•
4.
IF STEEL POSTS (STANDARD "U" OR "T" SECTION) ARE UTILIZED FOR SILT
6 TYPICAL POLYETHYLENE LATERAL
FENCE CONSTRUCTION, THEY MUST HAVE A MINIMUM WEIGHT OF 1.33 POUNDS
PER LINEAR FOOT AND SHALL HAVE A MINIMUM LENGTH OF 5 FEET AND
_
3 STORM DRAIN INLET PROTECTION
11 CONNECTION INSTALLATION NOT TO SCALE
FABRIC.
M
11 NOT TO SCALE
\
SHALL HAVE PROJECTIONS FOR FASTENING
I
5.
WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD-STRENGTH
FILTER CLOTH SHALL BE A MINIMUM 14 GAUGE AND SHALL HAVE A MAXIMUM
MESH SPACING OF 6 INCHES.
�FROW-
F AR
N07ES.
O�S�v RBEp
t
SNS' pp EN USE MIN/MUM 12 /N. DIAMETER EXCELSIOR WATTLE.
INSTALLATION
SHEET FLOW I N STA LLAT I O N (PERSPECTIVE VIEW)
USE 2 Fr. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SEC770N.
1.
THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 16 INCHES. ABOVE THE
ONLY INSTALL WATTLES) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
V J
ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 34 INCHES ABOVE GROUND
SEE WATTLE AND SCOUR DITCH SLOPES AND AS D1REC7ED.
ELEVATION.
INSET A EDGE OF
� PAVEMENT INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSL�E STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
2.
T THE
THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 0
JOINTS ARE
FLOW FROM
� PROVIDE STAPLES MADE OF 0.125 /N. DIAMETER STEEL WIRE FORMED INTO A "l/" SHAPE
LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN
� NOT LESS THAN 12" IN LENGTH.
UNAVOIDABLE, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUP PORT
BED AREA
DISTURBED POST
0
MATTING / TELY EVERY f LINEAR FOOT ON B07H SIDES OF WATTLE
INSTALL STAPLES APPROXMA
PE PIPE
'`'�•�;;i:;tit;�i;;:::... .:;•:;xat•;::;;:�a>:�..
.
POST, WITH A MINIMUM 6-FOOT OVERLAP, AND SECURELY SEALED.
FILTER FABRIC
Bq�K AND AT EACH END TO SECURE IT TO THE SOIL.
SLOPE
3.
A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 8 I LACHES
- - - - -
- ___ _
i 1=11 I I I(-III'
INSTALL MAT7ING IN ACCORDANCE W17H SEC77ON 1631 OF THE STANDARD SPEC/F7CA7TONS.
:`:#;:;i: '''
Q
z
DEEP ALONG THE LINE OF POSTS AND UPSLOPE SIDE OF THE PROPOSED
=_=_
4.
LOCATION OF THE MEASURE.
POSTS SHALL BE PLACED A MAXIMUM OF 6 FEET APART. THE FILTER FABRIC
IIID_- I,. �-
COMPACTED SOIL OR
V TRENCH WITH GRAVEL
ISOMETRIC VIEW
PE PIPE
J
O
SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING
2' UPSLOPEAil�
11M111R
LATERAL CONNECTION
U
Z
ONE INCH LONG (MINIMUM) HEAVY-DUTY WIRE STAPLES OR TIE WIRES AND
TRENCH OF A SILT FENCE
2'(MAX.) STAKE GROUND
NATURAL
=
TWELVE INCHES OF FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC
SHALL NOT BE STAPLED TO EXISTING TREES.
STAPLEja
STAKES7A
Q rz
_
5.
THE 8 INCH BY 4 INCH TRENCH SHALL BE BACKFILLED AND THE SOIL
INSET A INSET B
TRACER WIRE
GRADE
z
COMPACTED OVER THE FILTER FABRIC.
Cn
6.
SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL
THE UPSLOPE AREA HAS BEEN PERMANENTLY
8' MAX PLACE POSTS
AT LOW POINTS
MArnN 2' DOWNSLOPE 12'( lN.)
CROSS SECTION STAKE UPSTAKEE STAKE OPE
���\��\��\� ��\\�\\�\\�
PURPOSE, BUT NOT BEFORE
V DITCH
W
STABILIZED.
4' MAX
��
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NOTES:
C)
O W
2 IN. 2' UPSLOPE
STAKE NATURAL GROUND
�
U � ■ � U
1.5'
FLOW
1. TRACER WIRE COATING FOR
TRACER 6" MIN.
1' MAX
SEE INSET B MATTING
Ili
GAS MAINS SHALL BE YELLOW.
WIRE
W J
.�
12' M 6' N.( )_O
:::::•::::::::::::•::::•::::::•:::::::•::•::::::::::::.�:::::::::::::::::::•::::::•::::•::.�::::::�::::::::::::::::•::•::::::::•:::::<:::•::.�::::::::::....................
�
MATTING CROSS ECTION 2' DOWNSLOPE
STAKE
PE PIPE
PE PIPE
0 W
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TRAPEZOIDAL DITCH TOP VIEW
z
.�
�"� 0 Z
5' MIN
PE LATERAL CONNECTION
1
TYPICAL SILT FENCES
4 EXCELSIOR WATTLE DETAIL
7 TYPICAL LOCATING DEVICE INSTALLATION
Lu
0~0
11 NOT TO SCALE
11 FOR SINGLE TRENCH INSTALLATIONNOT TO SCALE
W
Lu
-�
1 TEMPORARY SILT FENCE
Cl)
z CD cD
11 NOT TO SCALE
uu
W
aL f� LID TO BE
LABELED "GAS"
♦�♦RR F__.
V z
FLUSH WITH PAVEMENT
GAS
0
O
CONCRETE COLLAR
CONSTRUCTION SPECIFICATIONS
REQUIRED FOR ,�Qaa TRACER WIRE TO REMAIN
INSTALLATION OUTSIDE
QED CONTINUOUS IN TEST BOX. GRADE
�
F-
OF PAVED AREAS.
COIL MIN. OF SLACK
a
NCDOT CLASS A OR B 1.
PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A
X.
IN TEST BOX.
EROSION CONTROL STONE - 1. " MIN.
FILTER FABRIC FOUNDATION.co
o
2.
KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL
v/j
GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
U- C C a)
_ >
c N U L U
FILTER N 3.
FABRIC
EX TEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP
OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE
^�
�-
(��"�))
TRACER WIRE TO BE
�-• c w c a: L
Cu '- -, w U)
� �
.V Q
CONNECTED TO NEW
z O fl
CHANNEL.
�)
TRACER WIRE INSTALLED
WIRE
o o
FRONT ELEVATION 4.
SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP
ALONG MAIN TRACER
Q
OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER
DAM.
'
• 06 m w 0 co cc
� ` c
HV TAPPING TEE
"
5.
NCDOT CLASS A OR B
EROSION CONTROL STONE
6.
PROTECT THE CHANNEL DOWNSTREAM FROM THE LOWEST CHECK DAM,
CONSIDERING THAT WATER WILL FLOW OVER AND AROUND THE DAM.
MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS
'
'
N
o
N - N ,r,
z z
co w °'"'
co
FLOW 2 N
STABLE.
MAINTAIN CONTINUITY ' CAST IRON VALVE BOX
�� "' m > ti
=
7
OF TRACER WIRE AND
Q
m w W a> a
7.
ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES
WARNING TAPE AROUND WITH CAST IRON LID
M
POLYETHYLENE MAIN
l c� o to
BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM
VALVE BOX i
POLYETHYLENE LATERAL
•-
FILTER SIDE ELEVATION
DISPLACED STONES.
FABRIC
,.,``N CAR���-,,,,
ROCK CHECK DAM
MAINTENANCE
MAINTENANCE
WIRE
�9l•'
1.
L = THE DISTANCE SUCH THAT POINTS A AND B
INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT.
1.*4z
/ GAS MAIN
SEA
� =
ARE EQUAL ELEVATION
DEPOSITION ABOVE CHECK DAM AND
8 TYPICAL POLYETHYLENE LATERAL
c" •.Fiy ��• o,:
G E
d&ITHE
A B2.
ANTICIPATE SUBMERGENCE AND
EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT
~ �.
..............................................................:....:::::::::::::::::..:......................................... ......................................................................................................................................................
......................................................................................................................................................
.
, O ., IN ,. .
. ...... .
. .
SERVICE CONNECTION INSTALLATION
cl< � .
ALL DAMAGEIMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN
DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
.................................................................................................................................... .............................................................................................................................................................
..................................................................................................................................................
.......................................................................... ••....................................................................................................................................,:...::•:•::::
:::::::::::::::::::::::.:.::::::::::::::::::.::::::::::::::::::::::::::::::::::.:::::::::::::..::.................................................. a . �.
NOT TO SCALE
�1r
�����
CHANNEL.
3.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
Date:
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO
SPACING BETWEEN CHECK DAMS
DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS
Survey
- Draft JML
Design FLS
Check FLS
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
BRICK CONCRETE BLOCK
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
OR OTHER SUITABLE
Project No. 2015045
PE GAS VALVE MASONRY MATERIAL BEARING
ON UNDISTURBED SOIL
Drawing No. W-3655
Scale: AS SHOWN
2 TEMPORARY ROCK SILT CHECK DAM
5 TYPICAL POLYETHLENE GAS VALVE INSTALLATION
Sheet No. of 13
11 NOT TO SCALE
11 NOT TO SCALE
ISSUED FOR BID
l

E.
REVISIONS:
a
MIN. TRENCH WIDTH
12" PIPE O.D. +12 INCHES
ry of
SAW CUT
GAS WARNING
EXISTING PAVEMENT
MIN/MUM REQUIRED
c
SIGN (TYPICAL)
FOR PIPE FINISHED GRADE
INSTALLA 77ON
C D
\ \ 2" NCDOT 1-2 SURFACE MIXTURE0,,
�. A°o � o o
E
\
\/ 6 NCDOT TYPE H BASE MIXTURE
j o 00 � cP 0 cOg / PROVIDE 6" CAB
VENT (TYPICAL)
(SEE NOTE 2) 4'
I
\
%
y\ /
UNDISTURBED \ /
I
PAVEMENT
(0EAR7H
M 8" OF COMPACTED STONE
/
\ //
C)
U
W
\ / / / SELECT
0i 1��
PIPE/
BACKFILL AND
EMBEDMENT
•r
B CARRIER
A A
PIPE /
rT
COMPACTED BACKFILL
/
CASING SPACER CASING PIPE-­0/CASING SEAL
(SEE NOTE 3)
UNDISTURBED EARTH OR
SAND BEDDING
GENERAL NOTES: DIMENSIONS:
s TYP. SOIL AND STONE DRIVE CONSTRUCTION
1 EACH CROSSING SHALL BE WELDED INTO ONE FOR ROADWAY CROSSINGS "A"
4 TYPICAL PAVEMENT REPAIR
12 NOT TO SCALE
CONTINUOUS
TINUOLENGTH. = FOUR (4) FEET MINIMUM
2. ALL VENT CONNECTIONS SHALL BE WELDED. COUPLINGS "B" = FOUR (4) FEET MINIMUM
12 ON CITY MAINTAINED ROADS NOT TO SCALE
W ft
SHALL NOT BE ALLOWED. "C" = AS SHOWN ON PLANS
y
3. CASING SPACERS ARE TO BE PLACED A MAXIMUM OF 0'-6" "D" = TO THE RIGHT-OF-WAY LINE
FROM EACH END OF THE CASING AND A MAXIMUM OF 10'-0" "E"
= MINIMUM 5' FROM END OF CASING
ON CENTER FOR THE REMAINING LENGTH OF THE CASING. TO EDGE OF PAVEMENT
1 CASING DETAIL
BURY UPSTREAM EDGE OF
" PLACE STAPLES 1-1 2' TO
12 OR MORE. �
LAST STRIP
12 NOT TO SCALE
6' APART OR AS REQ'D
8" ELECTROFUSION COUPLING
TO HOLD EXCELSIOR FIRMLY
8" PE BALL VALVE, VALVE BOX,
'IN PLACE
AND CONCRETE COLLAR HDD UNDER US 264 BY-PASS
Z
MIN. TRENCH WIDTH
I �- -�-
TIE INTO EXISTING 8" PE WITH
.1
PIPE O.D. +12 INCHES
OVERLAP STRIPS 4" IN
8" ELECTROFUSION COUPLING
O
EXISTING GRASS/GRAVEL
--- DIREC77ON OF FLOW
— — — — — — — —
EXISTING 8" PE --\8" PE 90' ELL
Q
U
z
H
ov,BURY EACH EDGE OF
I
O
S7RIP 4" OR MOR1
E.
/�
8» PE 90' ELL
j
� Z
f JUTE MA777NG STRIPS
�'
0
GRASS SEED MIXTURE NO. 3
L— — — — — — —
w
W
4" LOAM OR GRAVEL. WHEN
GRAVEL IS USED IT IS TO MATCH
STABILIZA77ON
o
W
cc
G
M EXISTING GRAVEL THAT WAS REMOVED
Q
O W
�,
PLAN
W
�
Q
5 SLOPE STABILIZATION W/ EXCELSIOR MATTING
9 RIVERVIEW ROAD TIE-IN DETAIL
D
W —i
12 NOT TO SCALE
12 NOT TO SCALE
O
®p�
�— ® W
w
J
COMPACTED BACKFILL
O Z
Q
FINISHED GRADE
C
WJ
GAS MAIN
��\\\ \ �\\ �\\ `\\ �
w
00
%
_ a. N
\\ //
BACKFILL
UJI
\/ \/\%�
%�
/
/ ' �
G
W
UNDISTURBED EARTH OR
, . ,• ' ; . ,• ' ; . ,• ;
SAND BEDDING
j -: - �' 12" MIN.
Z
'.
2 TYPICAL TRENCH SECTION
BAKFILL '.
12 IN GRASS/ GRAVEL AREA NOT TO SCALE
EMBEDMENT / , ; PIPE
Nfco
` 4" MINIMUM
c�
o c rn= aa) W 00
LLCQ
MIN. TRENCH WIDTH
//\///.///.///.///.///./�
Qy ccm`-
U m � L V
.-. c w c a= L
12" PIPE O.D. +12 INCHES 12"
m
U tLf J w cn
SAW CUT
a
Z vii E o
EXISTING PAVEMENT
Cp Q °o a
6 CLASS "E" BEDDING
0 06
12 NOT TO SCALE
_
2 " —1
CO J 00
r
\ 2" TO 3" NCDOT TYPE I-2 SURFACE COURSE MIXTURE
U J N
0 LO
aVM
\/ \� 6" NCDOT TYPE H INTERMEDIATE COURSE MIXTURE
z 0
W N T N
rFINISHED
GRADE
•� ;, w a N
6" NCDOT TYPE H -B BASE COURSE MIXTURE
\\!
X\\\r\\\\\XME 11111
"
—11
BA L
/
,�����: �F ESS/py.?'q'','s
'SE ql•'
COMPACTED BACKFILL
/\
N
11
.�
S�o��:
/ 12" MIN.
���C i`%%
EMBEDMENT j JR
UNDISTURBED EARTH OR
j\
/ PIPE
Date:
SAND BEDDING
r\ `
X
Survey -
Draft JML
Design FLS
Check FLS
Project No.
/\//
2015045
Drawing No. W-3655
Scale: AS SHOWN
3 TYPICAL PAVEMENT REPAIR
7 CLASS "F" BEDDING
12 NOT TO SCALE
ISSUED FOR BIDS
Sheet No. of 13
2
12 ON NCDOT MAINTAINED ROADS NOT TO SCALE

CALE: 1" 50'.
ENVIRON:
N.T.S
au
_
0300
HDD
0
Eo:v'
r
e—
°'
,-'
r
__
_
_
Chi.
_
_ _
P P E
DETAIL
N.T.S.
. .
10 a a.
N 0
0 0 0
6 o o
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0
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±±±±
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(/I
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(yl
Qa
1.�4
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W e-�
tzi
w `
W . ,
a
Q`
�Y
APPROVAL.
PROJECT
r e e n v i, i e
es
i I i i
�,t,�
n:
,. .
PERMITS
50
CONSTRUCTION:
GCP89 — NORTHWESTERN LOOP
HIGH—PRESSURE GAS MAIN EXTENSION:
GREENVILLE, NC
INITIALS
DATE
INITIALS
DATE
INITIALS
DATE
_
SURVEY'
Q` _
_
+
co�nz PIPE
IDE
REVISIONS
- .
DRAFTING & ;DESIGN - RK&K
40
1.1
cq
{:QPITT UIiiY
+
�tt
+Vi
nx
_.
REV.
�A
a ECFV.
5.7
MCR
1911.
-
-
-
40
ALIGNMENT SHEET
SHEET pESGRiPi10N'
¢
PLAN AND PROFILE SHEET
HWY 264 BYPASS PE HDD
a
FROM HORIZO
6_5
TAC
MRUMaRK, KLEPPER. & R32'23:'�p
4SCALE
ZR CH TEPP' C A�`
r-804.78119oa F-ao<.782.2142
ENGINEERS (`COt+STRUCTiON.?fANAGERS I-PiANNERS ('SCIENTISTS
A
PLAN
PROFILE
HQR. 7,
VEE. �- _ Zo
30
T TO STATION:
TESTED ;FROM STATION:
T. P si
MEQIUM. _. RECORD TES PRESSURE; p _ 9
DATE TEST COMPLETED::
RK&K COMM:. NO. 1214-=0.11-A
SHEET°© -1 3 A
,l l
WASION: p
w
w
rn
30
_ _..
_
_
20
2p
o
i
W
STA.
12+04
PT 12
J
440" R
G SIDE
SAG BEND
-. !
LENGTH
.= 103.6'
I�
10
�.
1
_ _0
0
ANGLE:
ENTRY AN
—127,`
+ _ `
^ _ r
1 --
STA 5+'
9
i
FROM NORI
ZONTAL
PT 10'
NATES: LEN
TH = 29.5'`
OF
ELEV. 15.
-10
1. CASING TO EXTEN 5'=
STA, 33.
RK IUS
OU CURVATURE =,:6W
_ 10
LE GTH = 11, 6.
NT :
ELEU 9.1'
_NEY
PAVEM
2. INSTAL LINK -SEA AT
S A 14+ 3.
_.
MAX; PUL
FORCE: 19,083
'LBS
—2Q
���,s�i
•` ''
•. .,
,i
C.ORV TURF 6Q
__
SAG BEN)
8, . ENTERSLEN
=
'
ON
TH = 146,
ENGTH = 6..0
ECFV, 4.
S AL
_ 3Q
—30
20588
9+00'
10+Q0' 1 T+00 12+06: 13+00 14+00 '15+00 18+00 17+00 18+00
,+•
rte`,,
Nc,��+�
Jddi /ii1t���
TERRAIN
N T.S.
ENVIRON:
N.T.S
OPEN CUT
HDD
OPEN CUT
CLASS LOC,/
DES. FACTOR
CLASS, 2
P P E
DETAIL
N.T.S.
15
a 1
o�oao.
o
,-
10 a a.
N 0
0 0 0
6 o o
�: �NNco��r-
0
r-
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co co 99 `� : 99 °°
.- �- •-
-
SUMMARY- OF MATERIALS
NOTES _ _
-
APPROVAL.
PROJECT
r e e n v i, i e
es
i I i i
nim QuANm DESCRIPTION ,
PERMITS
BID
CONSTRUCTION:
GCP89 — NORTHWESTERN LOOP
HIGH—PRESSURE GAS MAIN EXTENSION:
GREENVILLE, NC
INITIALS
DATE
INITIALS
DATE
INITIALS
DATE
_
SURVEY'
C.P.
REVISIONS
- .
DRAFTING & ;DESIGN - RK&K
CSY
1.1
r
{:QPITT UIiiY
NORTHTC STATE
_.
REV.
DESIGN DRAFT' CHECK DESCRIPTION.
DATE
ENGINEERING = RK -4K
MCR
1911.
-
-
-
-
ALIGNMENT SHEET
SHEET pESGRiPi10N'
PLAN AND PROFILE SHEET
HWY 264 BYPASS PE HDD
MRUMaRK, KLEPPER. & R32'23:'�p
4SCALE
ZR CH TEPP' C A�`
r-804.78119oa F-ao<.782.2142
ENGINEERS (`COt+STRUCTiON.?fANAGERS I-PiANNERS ('SCIENTISTS
A
PLAN
PROFILE
HQR. 7,
VEE. �- _ Zo
TEST DATA
T TO STATION:
TESTED ;FROM STATION:
T. P si
MEQIUM. _. RECORD TES PRESSURE; p _ 9
DATE TEST COMPLETED::
RK&K COMM:. NO. 1214-=0.11-A
SHEET°© -1 3 A
,l l
WASION: p