WHEN WORKING ON PRIVATE PROPERTY, ADVISE THE PROPERTY RESIDENT OF PLANNED WORK AT LEAST 72 HOURS BEFORE THE WORK BEGINS. PRIOR TO BEGINNING WORK, CONTACT "SOUTH CAROLINA 811" FOR UTILITY LOCATION. NOTE THAT THERE ARE UTILITY SERVICES IN THE WORK AREA. BE PREPARED TO SHUT OFF AND REPAIR UTILITIES IF THE SERVICE IS DISRUPTED. CONTACT AND COORDINATE WITH THE AFFECTED UTILITY COMPANY. PROGRESS WITH THE WORK FROM THE LOW POINT IN THE SYSTEM TO THE HIGH POINT. IDENTIFY AND EXCAVATE CROSSING UTILITIES AHEAD OF ACTUAL WORK TO INSURE THAT NO CONFLICTS EXIST. RESTORE DISTURBED AREA TO THEIR ORIGINAL CONDITION (EXCEPT STREET RESURFACING) PRIOR TO COMPLETING THE PROJECT. MAINTAIN TRAFFIC CONTROL AT ALL TIMES DURING THE WORK PERIOD. LEAVE WORK IN A SAFE CONDITION DURING NON-WORKING PERIODS. MAINTAIN ACCESS TO RESIDENCES AT ALL TIMES POSSIBLE. USE DETOUR SIGNS TO DIRECT TRAFFIC AROUND THE WORK EXCEPT FOR LOCAL TRAFFIC. BARRICADE OPEN EXCAVATIONS. WHEN NECESSARY, TEMPORARILY DIRECT RAINWATER AWAY FROM OPEN EXCAVATION SO AS TO NOT DAMAGE NEW WORK. PROCEED WITH THE WORK IN AN ORDERLY FASHION. MOVE/ADJUST EROSION CONTROL FEATURES AS THE WORK PROGRESSES TO INSURE THAT DISTURBED AREAS ARE MAINTAIN IN A GOOD CONDITION. USE SILT TUBES UPSTREAM OF THE WORK TO DIRECT RAINWATER AWAY FROM OPEN EXCAVATIONS.
AutoCAD SHX Text
STORM DRAINAGE NOTES:
AutoCAD SHX Text
1.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
5.
AutoCAD SHX Text
6.
AutoCAD SHX Text
7.
AutoCAD SHX Text
2.
AutoCAD SHX Text
11
AutoCAD SHX Text
EXISTING CONDITIONS SCALE 1"=30'
AutoCAD SHX Text
SURVEY PROVIDED BY: KW TOLLISON & ASSOCIATES (864)313-0192 KEVIN TOLLISON, PLS PO BOX 1084 SIMPSONVILLE, SC 29681
AutoCAD SHX Text
EXISTING ASPHALT
AutoCAD SHX Text
SAW CUT
AutoCAD SHX Text
FULL DEPTH CRUSHER RUN BACKFILL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PIPE BEDDING AND ASPHALT REPAIR
AutoCAD SHX Text
MANHOLE RING AND COVER
AutoCAD SHX Text
CAST INTO TOP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
FLARED END SECTION DETAIL
AutoCAD SHX Text
SECTION AA
AutoCAD SHX Text
SECTION BB
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
OPTIONAL SHAPE
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
STRAIGHT FLARE
AutoCAD SHX Text
ABANDON 24" RCP FILL WITH FLOWABLE FILL
AutoCAD SHX Text
ABANDON 24" RCP FILL WITH FLOWABLE FILL
AutoCAD SHX Text
PROBABLE LOCATION OF SANITARY SEWER MAIN
AutoCAD SHX Text
ABANDON 18" RCP FILL WITH FLOWABLE FILL
AutoCAD SHX Text
REMOVE 15" RCP
AutoCAD SHX Text
LIMITS OF CONSTRUCTION (TYP)
AutoCAD SHX Text
N/F TRUJILLO, LEONOR RODRIGUEZ
AutoCAD SHX Text
BUCHANAN JOHN L SR
AutoCAD SHX Text
N/F JAIA PROPERTIES LLC
AutoCAD SHX Text
N/F LEE, BARRY
AutoCAD SHX Text
N/F HEARD, DONNIE T
AutoCAD SHX Text
N/F BROWN, SHARON B
AutoCAD SHX Text
N/F LOGA,N CLAYTON W
AutoCAD SHX Text
N/F DEPAUW, BILLY K
AutoCAD SHX Text
N/F HUNT, JACOB
AutoCAD SHX Text
N/F BYRD, DENISE W
AutoCAD SHX Text
N/F REED, LARRY T
AutoCAD SHX Text
N/F REED, LARRY
AutoCAD SHX Text
N/F MOSS, ROBERT
AutoCAD SHX Text
N/F BISHOP, FRANCES B (LIFE-ESTATE)
AutoCAD SHX Text
N/F C7R PROPERTY HOLDINGS LLC
AutoCAD SHX Text
N/F MILLER, BARBARA JEAN
AutoCAD SHX Text
N/F WILLIFIRD,ANNE C
AutoCAD SHX Text
N/F MUNICIPAL TAX INVESTMENT LLC
AutoCAD SHX Text
N/F IRONWOOD HOLDINGS LLC
AutoCAD SHX Text
N/F REED, LARRY THOMAS
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
00700
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
06/06/16
AutoCAD SHX Text
RMP
FLAT-BOTTOM TRENCH DETAILV-SHAPED TRENCH DETAIL
SILT FENCE INSTALLATION
WOOD POST FABRIC ATTACHMENT DETAIL
Greenville County
Storm Water Management
TYPE A
LOW FLOW INLET FILTERS
(SEDIMENT TUBE INLET PROTECTION)
Greenville County
Storm Water Management
1
8
"
R
C
P
1
5
"
R
C
P
W
O
O
D
W
A
R
D
S
T
R
E
E
T
WO
OD
RO
W S
TR
EE
T
P
E
R
R
I
N
S
T
R
E
E
T
M
c
A
R
T
H
U
R
S
T
R
E
E
T
W
O
O
D
R
O
W
S
T
R
E
E
T
C-2
EROSION CONTROL
WOODWARD STREETDRAINAGEJOB NAME
RICHARD M. PACE, PE
AutoCAD SHX Text
BACKFILL TRENCH WITH COMPACTED EARTH
AutoCAD SHX Text
COMPACTED EARTH
AutoCAD SHX Text
COMPACTED EARTH
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
RUNOFF
AutoCAD SHX Text
RUNOFF
AutoCAD SHX Text
RUNOFF
AutoCAD SHX Text
BURY FABRIC
AutoCAD SHX Text
USE EITHER FLAT-BOTTOM OR V-BOTTOM TRENCH SHOWN BELOW
AutoCAD SHX Text
LATH (ATTACH WITH 1-1/2 IN. STAPLES)
AutoCAD SHX Text
POST
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
WIRE TIE FOR STEEL POSTS
AutoCAD SHX Text
STANDARD DRAWING NO.
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
GREENVILLE COUNTY STORM WATER MANAGEMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Installation: The fence should be placed across the slope along a line of uniform elevation (perpendicular to the direction of flow). The fence should be located at least 10-feet from the toe of steep slopes to provide sediment storage and access for maintenance and cleanout. A flat-bottom trench approximately 4-inches wide and 8-inches deep, or a V-shaped trench 8-inches deep should be excavated. Place 12-inches of extra-strength filter fabric (50 pounds / linear inch minimum tensile strength) into the 8-inch deep trench, extending the remaining 4-inches towards the up-slope side of the trench and backfill the trench with soil or gravel and compact. On the downslope side of the trench, drive 2-in. x 2-in. wood posts or 1.33 lb./linear foot steel posts at least 18-inches into the ground, spacing them no further than 6-feet apart. Posts should be installed, with 1- to 2-inches of the post protruding above the top of the fabric and no more than 36-inches of the post should protrude above the ground. The minimum fence height (height of filter fabric above grade) shall be 18-inches. The maximum fence height (height of filter fabric above grade) shall be 24-inches. The filter fabric should be purchased in a continuous roll and cut to the length of the barrier to avoid the use of joints. When joints are necessary, filter fabric should be wrapped together only at a support post with both ends securely fastened to the post, with a minimum 6-inch overlap. Staples made of heavy-duty wire at least 1½-inch long, spaced a maximum of 6-inches apart, should be used to attach the filter fabric to wooden stakes. A 2-inch wide lathe shall be stapled over the filter fabric to securely fasten it the to the upslope side of wooden posts. Wire ties spaced a maximum of 6-inches apart, should be used to attach the fabric to steel posts. Inspection and Maintenance: Inspect silt fence every seven (7) calendar days and within 24-hours after each rainfall event that produces ½-inches or more of precipitation. Check for areas where runoff has eroded a channel beneath the fence, or where the fence was caused to sag or collapse by runoff overtopping the fence. If the fence fabric tears, begins to decompose, or in any way becomes ineffective, replace the affected section of fence immediately. Sediment must be removed when it reaches approximately 1/3 the height of the fence, especially if heavy rains are expected. Silt fence should be removed within 30 days after final site stabilization is achieved or after temporary BMPs are no longer needed. Trapped sediment should be removed or stabilized on site. Disturbed areas resulting from fence removal shall be permanently stabilized.
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
EC-03 Page 2 of 2
AutoCAD SHX Text
JANUARY, 2003
AutoCAD SHX Text
MINIMUM 6 INCH OVERLAP
AutoCAD SHX Text
INSTALLATION: 1. INSTALL SEDIMENT TUBES BY LAYING THEM FLAT ON THE GROUND. CONSTRUCT A SMALL TRENCH TO A DEPTH THAT IS 20% OF THE SEDIMENT TUBE DIAMETER. LAY THE SEDIMENT TUBE IN THE TRENCH AND COMPACT THE UPSTREAM SEDIMENT TUBE SOIL INTERFACE. INSTALL ALL SEDIMENT TUBES SO NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF THE SEDIMENT TUBE. LAP THE ENDS OF ADJACENT SEDIMENT TUBES A MINIMUM OF 6 INCHES TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. NEVER STACK SEDIMENT TUBES ON TOP OF ONE ANOTHER. 2. SHOULD SEDIMENT TUBE BECOME DAMAGED DURING INSTALLATION, PLACE A STAKE ON BOTH SIDES OF THE DAMAGED AREA TERMINATING THE TUBE SEGMENT AND INSTALL A NEW TUBE SEGMENT. 3. INSTALL SEDIMENT TUBES USING WOODEN STAKES OR STEEL POSTS (STANDARD "U" OR "T" SECTIONS WITH A MINIMUM WEIGHT OF 1.25 POUNDS PER FOOT) A MINIMUM OF 5 FEET IN LENGTH PLACED ON 2 FOOT CENTERS. INTERTWINE THE STAKES WITH THE OUTER MESH ON THE DOWNSTREAM SIDE, AND DRIVE THE STAKES INTO THE GROUND TO A MINIMUM DEPTH OF 2.0 FEET LEAVING LESS THAN 1 FOOT OF STAKE ABOVE THE EXPOSED SEDIMENT TUBE. INSPECTION AND MAINTENANCE: 1. INSPECT SEDIMENT TUBES AFTER INSTALLATION FOR GAPS UNDER THE SEDIMENT TUBES AND FOR GAPS BETWEEN THE JOINTS OF ADJACENT ENDS OF SEDIMENT TUBES. REPAIR RILLS, GULLIES, AND ALL UNDERCUTTING NEAR SEDIMENT TUBES. SEDIMENT TUBES WILL ALSO BE INSPECTED EVERY 7 DAYS. 2. REMOVE AND/OR REPLACE INSTALLED SEDIMENT TUBES AS REQUIRED TO ADAPT TO CHANGING CONSTRUCTION SITE CONDITIONS. 3. REMOVE ALL SEDIMENT TUBES FROM THE SITE WHEN THE FUNCTIONAL LONGEVITY IS EXCEEDED AS DETERMINED BY THE ENGINEER, INSPECTOR, OR MANUFACTURER'S REPRESENTATIVE. 4. DISPOSE OF SEDIMENT TUBES IN REGULAR MEANS AS NON-HAZARDOUS, INERT MATERIAL.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
GREENVILLE COUNTY STORM WATER MANAGEMENT
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
STANDARD DRAWING NO.
AutoCAD SHX Text
INLET FILTER TYPE A
AutoCAD SHX Text
SC-07A
AutoCAD SHX Text
January, 2013
AutoCAD SHX Text
N/F TRUJILLO, LEONOR RODRIGUEZ
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
00600
AutoCAD SHX Text
BUCHANAN JOHN L SR
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
00700
AutoCAD SHX Text
N/F MASSEY, XAVIER
AutoCAD SHX Text
011800
AutoCAD SHX Text
07
AutoCAD SHX Text
01000
AutoCAD SHX Text
N/F JONES, HORACE L
AutoCAD SHX Text
011800
AutoCAD SHX Text
07
AutoCAD SHX Text
01100
AutoCAD SHX Text
N/F STONE, DAVID
AutoCAD SHX Text
011800
AutoCAD SHX Text
08
AutoCAD SHX Text
00200
AutoCAD SHX Text
011800
AutoCAD SHX Text
08
AutoCAD SHX Text
00300
AutoCAD SHX Text
N/F COOPER, JESSIE
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
01100
AutoCAD SHX Text
& WILLIS, CINTHIA
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00700
AutoCAD SHX Text
M/F JACKSON, GROVER
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
00200
AutoCAD SHX Text
N/F KLAWUHN, CASSANDRA D
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
00300
AutoCAD SHX Text
GOSSETT, SHARON MN/F
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
00400
AutoCAD SHX Text
N/F TOMPKINS, BERNIE
AutoCAD SHX Text
011800
AutoCAD SHX Text
00500
AutoCAD SHX Text
N/F SHAW BROTHERS LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
01200
AutoCAD SHX Text
N/F JONE,S OSCAR H JR
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
01300
AutoCAD SHX Text
N/F NORWOOD, EDNA C
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00800
AutoCAD SHX Text
IRVIN, JOSEPH
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00900
AutoCAD SHX Text
N/F BRANDON HOMES LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
01000
AutoCAD SHX Text
N/F STODDARD, SHARON
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
01100
AutoCAD SHX Text
N/F JAIA PROPERTIES LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00300
AutoCAD SHX Text
N/F LEE, BARRY
AutoCAD SHX Text
011800
AutoCAD SHX Text
00400
AutoCAD SHX Text
N/F HEARD, DONNIE T
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00500
AutoCAD SHX Text
N/F BROWN, SHARON B
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00600
AutoCAD SHX Text
N/F LOGA,N CLAYTON W
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
00200
AutoCAD SHX Text
N/F DEPAUW, BILLY K
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
00300
AutoCAD SHX Text
N/F HUNT, JACOB
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
00400
AutoCAD SHX Text
N/F BYRD, DENISE W
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
01200
AutoCAD SHX Text
N/F REED, LARRY T
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
01300
AutoCAD SHX Text
N/F REED, LARRY
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
01400
AutoCAD SHX Text
N/F MOSS, ROBERT
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
01500
AutoCAD SHX Text
N/F BISHOP, FRANCES B (LIFE-ESTATE)
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
01900
AutoCAD SHX Text
N/F C7R PROPERTY HOLDINGS LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02000
AutoCAD SHX Text
N/F MILLER, BARBARA JEAN
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02100
AutoCAD SHX Text
N/F WILLIFIRD,ANNE C
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02200
AutoCAD SHX Text
N/F MUNICIPAL TAX INVESTMENT LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02300
AutoCAD SHX Text
N/F IRONWOOD HOLDINGS LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02400
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
H
AutoCAD SHX Text
WV
AutoCAD SHX Text
W
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
CB GRATE
AutoCAD SHX Text
TOP-972.00'
AutoCAD SHX Text
IE-965.50'
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-973.71'
AutoCAD SHX Text
IE-970.41'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-973.47'
AutoCAD SHX Text
IE 18"-970.26'
AutoCAD SHX Text
IE 36"-966.46'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-960.06'
AutoCAD SHX Text
IE-FULL OF
AutoCAD SHX Text
DEBRIS
AutoCAD SHX Text
12" CLAY
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-958.71'
AutoCAD SHX Text
IE15"-955.79'
AutoCAD SHX Text
IE 18"-955.31'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-957.74'
AutoCAD SHX Text
IE-955.24'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-957.55'
AutoCAD SHX Text
IE-954.45'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-958.92'
AutoCAD SHX Text
IE-956.26'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-957.05'
AutoCAD SHX Text
IE 15"-954.73'
AutoCAD SHX Text
IE 18"-953.73
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-956.21'
AutoCAD SHX Text
IE 18"-952.86'
AutoCAD SHX Text
IE 24"-950.06'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-957.49'
AutoCAD SHX Text
IE-953.69'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-956.50'
AutoCAD SHX Text
IE-953.50'
AutoCAD SHX Text
IE18"-950.90'
AutoCAD SHX Text
IE 24"-948.43
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
BRUSHY CREEK
AutoCAD SHX Text
N/F NORWOOD, DOUGLAS
AutoCAD SHX Text
N/F REED, LARRY THOMAS
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
00400
AutoCAD SHX Text
S
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
TOP-973.03'
AutoCAD SHX Text
LAND DISTURBING ACTIVITIES SHALL BE ACCOMPLISHED IN A MANNER AND SEQUENCE THAT CAUSES THE LEAST PRACTICAL DISTURBANCE TO THE SITE AND SURROUNDING PROPERTY. PRIOR TO BEGINNING ANY CLEARING/LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL INSTALL THE SILT FENCES AND ANY OTHER NECESSARY EROSION CONTROL DEVICES.. ALL EROSION CONTROL MEASURES SHALL BE REVIEWED AND COORDINATED WITH THE COUNTY PROJECT MANAGER. ALL INLETS SHALL RECEIVE SILT TUBE INLET PROTECTION DURING CONSTRUCTION. SILT FENCES SHALL BE INSPECTED, CLEANED AND REPAIRED AFTER EACH RAINFALL OR A MINIMUM OF ONCE PER WEEK. MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTIONS. SILT REMOVED FROM AROUND INLETS, AND/OR BEHIND SILT FENCES SHALL BE REMOVED FORM THE SITE. ANY GRADED AREAS LEFT EXPOSED FOR A PERIOD OF FOURTEEN DAYS DELINQUENT OF CONSTRUCTION SHALL BE SEEDED WITH THE TEMPORARY SEED MIX. PRIOR TO PAVING AND PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL CLEAN AND/OR FLUSH SILT FROM ALL STORM DRAIN PIPES. SILT SHALL BE CLEANED FROM STORM DRAIN PIPES WHEN THE SILT REACHES A DEPTH EQUAL TO ONE-QUARTER THE PIPE DIAMETER. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION, SIZE AND/OR THE ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OR THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT "SOUTH CAROLINA 811" FOR UTILITY LOCATION. ALL AREAS DISTURBED AND NOT COVERED WITH PAVEMENT SHALL BE FINE GRADED AND GRASSED WITH AN APPROPRIATE SEED MIXTURE. THE AREA SHALL BE MAINTAINED UNTIL THE COUNTY DEEMS AN APPROPRIATE STAND OF GRASS IS ESTABLISHED.
AutoCAD SHX Text
EROSION CONTROL NOTES:
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
5.
AutoCAD SHX Text
6.
AutoCAD SHX Text
7.
AutoCAD SHX Text
8.
AutoCAD SHX Text
8.
AutoCAD SHX Text
9.
AutoCAD SHX Text
EROSION CONTROL PLAN SCALE 1"=30'
AutoCAD SHX Text
SF
AutoCAD SHX Text
ST
AutoCAD SHX Text
SF
AutoCAD SHX Text
SF
AutoCAD SHX Text
SF
AutoCAD SHX Text
SF
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text
c 2016 H2L 30"x42"
AutoCAD SHX Text
OR USED BY OTHERS EXCEPT AS REQUIRED FOR THE
AutoCAD SHX Text
THIS DRAWING IS NOT TO BE COPIED, REPRODUCED
AutoCAD SHX Text
WRITTEN AUTHORIZATION OF H2L. FURTHERMORE,
AutoCAD SHX Text
CONDITION THAT IT IS NOT TO BE CHANGED WITHOUT
AutoCAD SHX Text
ENGINEERS. AND IS FURNISHED WITH THE
AutoCAD SHX Text
THIS DRAWING IS THE PROPERTY OF H2L CONSULTING
AutoCAD SHX Text
(864) 233-8844 FAX: 232-2679
AutoCAD SHX Text
GREENVILLE, SOUTH CAROLINA 29607
AutoCAD SHX Text
116 SOUTH PLEASANTBURG DRIVE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
WORK OF THIS SPECIFIC PROJECT.
AutoCAD SHX Text
NOTICE
AutoCAD SHX Text
CONSULTING
AutoCAD SHX Text
N .C00001
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
o
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
A
AutoCAD SHX Text
Z
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
L
AutoCAD SHX Text
U
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
Sheet No:
AutoCAD SHX Text
Project No:
AutoCAD SHX Text
Drawn By:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Approved By:
AutoCAD SHX Text
Checked By:
AutoCAD SHX Text
No.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
By
AutoCAD SHX Text
WNG
AutoCAD SHX Text
RMP
AutoCAD SHX Text
RMP
AutoCAD SHX Text
GREENVILLE COUNTY
AutoCAD SHX Text
15109
AutoCAD SHX Text
05/19/16
AutoCAD SHX Text
FLARED END SECTION
AutoCAD SHX Text
12"-15" RIPRAP. 18" DEEP
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
H
AutoCAD SHX Text
D
AutoCAD SHX Text
.
AutoCAD SHX Text
M
AutoCAD SHX Text
C
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
*
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
No. 5892
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
F
AutoCAD SHX Text
H
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
*
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
ISSUED FOR CONSTRUCTION
AutoCAD SHX Text
06/06/16
AutoCAD SHX Text
RMP
1
8
"
R
C
P
1
5
"
R
C
P
W
O
O
D
W
A
R
D
S
T
R
E
E
T
WO
OD
RO
W S
TR
EE
T
P
E
R
R
I
N
S
T
R
E
E
T
M
c
A
R
T
H
U
R
S
T
R
E
E
T
W
O
O
D
R
O
W
S
T
R
E
E
T
C-3
PLAN AND PROFILE
WOODWARD STREETDRAINAGEJOB NAME
RICHARD M. PACE, PE
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
00600
AutoCAD SHX Text
N/F MASSEY, XAVIER
AutoCAD SHX Text
011800
AutoCAD SHX Text
07
AutoCAD SHX Text
01000
AutoCAD SHX Text
N/F JONES, HORACE L
AutoCAD SHX Text
011800
AutoCAD SHX Text
07
AutoCAD SHX Text
01100
AutoCAD SHX Text
N/F STONE, DAVID
AutoCAD SHX Text
011800
AutoCAD SHX Text
08
AutoCAD SHX Text
00200
AutoCAD SHX Text
N/F HOWARD, THOMAS RAY
AutoCAD SHX Text
011800
AutoCAD SHX Text
08
AutoCAD SHX Text
00300
AutoCAD SHX Text
N/F COOPER, JESSIE
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
01100
AutoCAD SHX Text
& WILLIS, CINTHIA
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00700
AutoCAD SHX Text
M/F JACKSON, GROVER
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
00200
AutoCAD SHX Text
N/F KLAWUHN, CASSANDRA D
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
00300
AutoCAD SHX Text
GOSSETT, SHARON MN/F
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
00400
AutoCAD SHX Text
N/F TOMPKINS, BERNIE
AutoCAD SHX Text
011800
AutoCAD SHX Text
00500
AutoCAD SHX Text
N/F SHAW BROTHERS LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
01200
AutoCAD SHX Text
N/F JONE,S OSCAR H JR
AutoCAD SHX Text
011800
AutoCAD SHX Text
09
AutoCAD SHX Text
01300
AutoCAD SHX Text
N/F NORWOOD, EDNA C
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00800
AutoCAD SHX Text
IRVIN, JOSEPH
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00900
AutoCAD SHX Text
N/F BRANDON HOMES LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
01000
AutoCAD SHX Text
N/F STODDARD, SHARON
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
01100
AutoCAD SHX Text
N/F JAIA PROPERTIES LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00300
AutoCAD SHX Text
N/F LEE, BARRY
AutoCAD SHX Text
011800
AutoCAD SHX Text
00400
AutoCAD SHX Text
N/F HEARD, DONNIE T
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00500
AutoCAD SHX Text
011800
AutoCAD SHX Text
11
AutoCAD SHX Text
00600
AutoCAD SHX Text
N/F LOGA,N CLAYTON W
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
00200
AutoCAD SHX Text
N/F DEPAUW, BILLY K
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
00300
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
00400
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
01200
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
01300
AutoCAD SHX Text
N/F REED, LARRY
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
01400
AutoCAD SHX Text
N/F MOSS, ROBERT
AutoCAD SHX Text
011800
AutoCAD SHX Text
10
AutoCAD SHX Text
01500
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
01900
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02000
AutoCAD SHX Text
N/F MILLER, BARBARA JEAN
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02100
AutoCAD SHX Text
N/F WILLIFIRD,ANNE C
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02200
AutoCAD SHX Text
N/F MUNICIPAL TAX INVESTMENT LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02300
AutoCAD SHX Text
N/F IRONWOOD HOLDINGS LLC
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
02400
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
H
AutoCAD SHX Text
WV
AutoCAD SHX Text
W
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
H
AutoCAD SHX Text
S
AutoCAD SHX Text
CB GRATE
AutoCAD SHX Text
TOP-972.00'
AutoCAD SHX Text
IE-965.50'
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-973.71'
AutoCAD SHX Text
IE-970.41'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-973.47'
AutoCAD SHX Text
IE 18"-970.26'
AutoCAD SHX Text
IE 36"-966.46'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-960.06'
AutoCAD SHX Text
IE-FULL OF
AutoCAD SHX Text
DEBRIS
AutoCAD SHX Text
12" CLAY
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-958.71'
AutoCAD SHX Text
IE15"-955.79'
AutoCAD SHX Text
IE 18"-955.31'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-957.74'
AutoCAD SHX Text
IE-955.24'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-957.55'
AutoCAD SHX Text
IE-954.45'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-958.92'
AutoCAD SHX Text
IE-956.26'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-957.05'
AutoCAD SHX Text
IE 15"-954.73'
AutoCAD SHX Text
IE 18"-953.73
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-956.21'
AutoCAD SHX Text
IE 18"-952.86'
AutoCAD SHX Text
IE 24"-950.06'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-957.49'
AutoCAD SHX Text
IE-953.69'
AutoCAD SHX Text
CB
AutoCAD SHX Text
TOP-956.50'
AutoCAD SHX Text
IE-953.50'
AutoCAD SHX Text
IE18"-950.90'
AutoCAD SHX Text
IE 24"-948.43
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
BRUSHY CREEK
AutoCAD SHX Text
N/F NORWOOD, DOUGLAS
AutoCAD SHX Text
011800
AutoCAD SHX Text
02
AutoCAD SHX Text
00400
AutoCAD SHX Text
S
AutoCAD SHX Text
SSMH
AutoCAD SHX Text
TOP-973.03'
AutoCAD SHX Text
STORM DRAIN PROFILE STA: 0+00 TO 9+80 SCALE: V 1"=6'H 1"=30'H 1"=30'
AutoCAD SHX Text
TOP ELEV: 973.6 EX. IE 24"(IN): 968.75 IE 24"(OUT): 968.26
AutoCAD SHX Text
TOP ELEV: 973.8 IE 24"(IN): 966.8 IE 24"(OUT): 966.73
AutoCAD SHX Text
TOP ELEV: 972 IE 24"(IN): 965.7 IE 24"(OUT): 965.5
AutoCAD SHX Text
TOP ELEV: 974 IE 24"(IN): 964.28 IE 24"(OUT): 964.28
AutoCAD SHX Text
TOP ELEV: 972.53 IE 24"(IN): 960.41 IE 36"(OUT): 958.75
AutoCAD SHX Text
EXISTING 36" CMP. CONTRACTOR TO FIELD VERIFY LOCATION AND CONTACT ENGINEER IF CONFLICTED WITH NEW LINE.
AutoCAD SHX Text
TIE IN EXISTING 15" AND 18"
AutoCAD SHX Text
TOP ELEV: 966.37 IE 36"(IN): 956.75 IE 36"(OUT): 956.72
AutoCAD SHX Text
TOP ELEV: 958.8 IE 36"(IN): 952.34 IE 36"(OUT): 952.34
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
TIE INTO EXISTING 15" AND 12" PIPES. ROUTE EX. CATCH BASIN INTO NEW BOX.
AutoCAD SHX Text
L= 61.5 LF 36" RCP
AutoCAD SHX Text
L= 51.4 LF 36" RCP
AutoCAD SHX Text
L= 47.4 LF 36" RCP
AutoCAD SHX Text
L= 47.6 LF 36" RCP
AutoCAD SHX Text
L= 124.7 LF 36" RCP
AutoCAD SHX Text
L= 99.7 LF 36" RCP
AutoCAD SHX Text
L= 219.1 LF 36" RCP
AutoCAD SHX Text
L= 77.5 LF 36" RCP
AutoCAD SHX Text
L= 42.5 LF 36" RCP
AutoCAD SHX Text
L= 25.7 LF 36" RCP
AutoCAD SHX Text
L= 119.8 LF 42" RCP
AutoCAD SHX Text
DI1
AutoCAD SHX Text
STA:0+17.23
AutoCAD SHX Text
DI2
AutoCAD SHX Text
STA:0+78.72
AutoCAD SHX Text
DI3
AutoCAD SHX Text
STA:1+30.12
AutoCAD SHX Text
JB1
AutoCAD SHX Text
STA:1+77.56
AutoCAD SHX Text
JB2
AutoCAD SHX Text
STA:2+25.14
AutoCAD SHX Text
JB3
AutoCAD SHX Text
STA:3+49.84
AutoCAD SHX Text
JB4
AutoCAD SHX Text
STA:4+49.57
AutoCAD SHX Text
JB5
AutoCAD SHX Text
STA:6+68.79
AutoCAD SHX Text
REPLACE EXISTING CI1
AutoCAD SHX Text
STA:7+46.80
AutoCAD SHX Text
STA:7+89.29
AutoCAD SHX Text
STA:8+14.93
AutoCAD SHX Text
DAYLIGHT
AutoCAD SHX Text
STA:9+34.70
AutoCAD SHX Text
REPLACE EXISTING CI2
AutoCAD SHX Text
REPLACE EXISTING CI3
AutoCAD SHX Text
S=2.37%
AutoCAD SHX Text
S=2.0%
AutoCAD SHX Text
S=2.57%
AutoCAD SHX Text
S=2.0%
AutoCAD SHX Text
S=2.32%
AutoCAD SHX Text
S=2.0%
AutoCAD SHX Text
S=2.0%
AutoCAD SHX Text
S=2.0%
AutoCAD SHX Text
S=2.0%
AutoCAD SHX Text
S=1.6%
AutoCAD SHX Text
S=1.0%
AutoCAD SHX Text
TOP ELEV: 957.6 IE 36"(IN): 950.76 IE 36"(OUT): 950.76
AutoCAD SHX Text
TOP ELEV: 957.1 IE 36"(IN): 949.91 IE 36"(OUT): 949.91
AutoCAD SHX Text
TOP ELEV: 956.2 IE 36"(IN): 949.5 IE 36"(OUT): 949.0
AutoCAD SHX Text
IE 36": 947.8
AutoCAD SHX Text
TOP ELEV: 973.5 IE 24"(IN): 963.32 IE 24"(OUT): 963.30
AutoCAD SHX Text
TIE IN EXISTING 15"
AutoCAD SHX Text
TIE IN EXISTING 15"
AutoCAD SHX Text
TIE IN EXISTING 24"
AutoCAD SHX Text
2" SURFACE COURSE
AutoCAD SHX Text
PROBABLE LOCATION OF SANITARY SEWER MAIN
AutoCAD SHX Text
REPAIR EXISTING STRUCTURES AS NEEDED. UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY LOCATIONS AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. REPLACE CURB IF DAMAGED.
AutoCAD SHX Text
GENERAL NOTES:
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
PLAN AND PROFILE SCALE 1"=30'
AutoCAD SHX Text
c 2016 H2L 30"x42"
AutoCAD SHX Text
OR USED BY OTHERS EXCEPT AS REQUIRED FOR THE
AutoCAD SHX Text
THIS DRAWING IS NOT TO BE COPIED, REPRODUCED
AutoCAD SHX Text
WRITTEN AUTHORIZATION OF H2L. FURTHERMORE,
AutoCAD SHX Text
CONDITION THAT IT IS NOT TO BE CHANGED WITHOUT
AutoCAD SHX Text
ENGINEERS. AND IS FURNISHED WITH THE
AutoCAD SHX Text
THIS DRAWING IS THE PROPERTY OF H2L CONSULTING
AutoCAD SHX Text
(864) 233-8844 FAX: 232-2679
AutoCAD SHX Text
GREENVILLE, SOUTH CAROLINA 29607
AutoCAD SHX Text
116 SOUTH PLEASANTBURG DRIVE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
WORK OF THIS SPECIFIC PROJECT.
AutoCAD SHX Text
NOTICE
AutoCAD SHX Text
CONSULTING
AutoCAD SHX Text
N .C00001
AutoCAD SHX Text
ENGINEERS
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
o
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
O
AutoCAD SHX Text
U
AutoCAD SHX Text
A
AutoCAD SHX Text
Z
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
L
AutoCAD SHX Text
U
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
C
AutoCAD SHX Text
H
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
Sheet No:
AutoCAD SHX Text
Project No:
AutoCAD SHX Text
Drawn By:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Approved By:
AutoCAD SHX Text
Checked By:
AutoCAD SHX Text
No.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
By
AutoCAD SHX Text
WNG
AutoCAD SHX Text
RMP
AutoCAD SHX Text
RMP
AutoCAD SHX Text
GREENVILLE COUNTY
AutoCAD SHX Text
15109
AutoCAD SHX Text
05/19/16
AutoCAD SHX Text
DI #1
AutoCAD SHX Text
DI #2
AutoCAD SHX Text
JB #1
AutoCAD SHX Text
DI #3
AutoCAD SHX Text
JB #2
AutoCAD SHX Text
JB #4
AutoCAD SHX Text
JB #3
AutoCAD SHX Text
SAW CUT LINE (TYP)
AutoCAD SHX Text
REBUILD CATCH BASIN AS NECESSARY
AutoCAD SHX Text
REPAIR CATCH BASIN
AutoCAD SHX Text
JB #5
AutoCAD SHX Text
REPLACE 15" RCP AND REROUTE TO JB #5
AutoCAD SHX Text
CI #1
AutoCAD SHX Text
CI #2
AutoCAD SHX Text
CI #3
AutoCAD SHX Text
FLARED END SECTION
AutoCAD SHX Text
12"-15" RIPRAP. 18" DEEP
AutoCAD SHX Text
REMOVE EXISTING 12" CLAY. ADD NEW REVERSE FLOW 15" RCP
