HomeMy WebLinkAbout18-013 MapTOTAL SITE AREA = 3.88 ACRES
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NEW GAS SERVICE BY XXXXXX PROTECT SANITARY
NEW IMPERVIOUS SURFACE - 2604 SF
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PT #3
SE41ER LINE
24 HOUR EMERGENCY CONTACT:
CHIP PATTERSON (W) 404 934 2724
PT #4
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Point .#
Northing
Easting
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128798.89
1218963.38
2
128759.39
1219221,93
3
129 329.00
1219173, 69
5
12-1295.45
1219151 .04
4
11 29340.81
1219091.45
3
29289.33
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12
129181.49
1219092,65
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129239.37
1219169.03
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129233.40
1219276.86
6
129320.05
1219335.43
7
129297.84
1219352.58
8
129136.10
1219343, 62
9
129028.27
1219337.66
GENERAL NOTES
1. LENGTH OF RIP RAP SHALL BE SIX TIMES THE DIAMETER OF THE STORM DRAIN.
2, EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER CONSTRUCTION ON THE
SITE, AND ARE TO BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHEO.
3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT
CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
4. ALL DISTURBED AREAS ARE TO BE GRASSED AS SOON AS CONSTRUCTION PHASE PERMITS.
5, CUT AND FILL SLOPES ARE NOT TO EXCEED 3H : 1V.
6, NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL MEASURES AS DEEMED
NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED
THROUGHOUT THE WIDENING OF AND CONSTRUCTION ON PULASKI COUNTY ROADS.
7. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE
BEGINNING OF WORK. THE CONTRACTOR SHALL NOTIFY PROJECT ENGINEER OF ANY DISCREPANCIES BETWEEN
ACTUAL FIELD INFORMATION AND DESIGN INFORMATION SHOWN ON THESE PLANS.
8. ALL CONSTRUCTION MUST CONFORM TO CITY OF LITTLE ROCK STANDARDS AND SPECIFICATIONS.
9. CONTRACTOR SHALL CONTACT THE UTILITIES PROTECTION CENTER AT ARKANSAS 811 FOR MARKING OF ALL
UNDERGROUND UTILITIES,
10. THE CONTRACTOR SHALL REVIEW PLANS FOR DEMOLITION REQUIREMENTS. UNSALVAGEABLE MATERIALS AND
PREVIOUSLY DUMPED WASTE MUST BE REMOVED FROM THE SITE BY THE CONTRACTOR IN A LEGAL. MANNER.
THE CONTRACTOR WILL NOT BE ALLOWED TO BURY OR BURN ANY DEBRIS ON SITE.
11. EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY CONSTRUCTION ON SITE AND
MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
12.FIRE HYDRANTS MUST BE OPERATIONAL AND UNDER PRESSURE PRIOR TO THE BEGINNING
OF COMBUSTABLE CONSTRUCTION AS SPECIFIED IN THE INTERNATIONAL FIRE
PREVENTION CODE.
I Arkansas) One Call
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COMPRESSOR PAD/EQUIPMENT
CROSS SLOPE 1.9%
BOLLARDS ® PAD SHT. C-6 L
SPACED 4' O.C.
LOCATED 2' FROM E.O.P
DOUBLE SMM GATE
SMT. C - 5
LP-1
3/4-CNG-SST-DC
C-303C
C-207
C-2098
MOUNTING POLE
MP-1EXTENDED TRUSS COL.
CONDUIT TRENCH PER
ELECTRICAL DWGS
EXISTING FIRE HYDRANT120
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PT # 1
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401
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NEW GAS SERVICE BY XXXXXX
==1- MOUNTING POLE
MP-3 EXTENDED TRUSS COL.
3/4-CNG-SST-DC
C-303E
C-207
C-209D
PT #7
MOUNTING POLE MP-4
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OVERHEAD TRUSSES
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CONSULTANT:
Patterson Engineering
Company
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1228 Sunnyslope Court
Auburn, Alabama 36832
Phone: (404) 934-2724
cp@pattersoncompany.net
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REVISIONS:
SETISSUE: DATE:
1 30% SUBMIT. 01/05/17
2 FOR PERMIT
DATE: -
PROJECT#: -
DRAWN BY: CMP
CHECKED BY: - CMP
APPROVED BY:
FILENAME:
C-2
SHEET 2 OF 6