Exhibit 3 - Site MapFILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\G-001-2503-20.dwg LAYOUT NAME: G-001 PRINTED: Monday, November 09, 2020 - 2:33pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
NC
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
CITY OF DENTON LANDFILL
CELL 4 EXCAVATION AND LINER CONSTRUCTION
NOVEMBER 2020
COVER SHEET
G-001
V I C I N I T Y M A P
DENTON
SHEET TITLESHEET NO.
PROJECT LOCATION MAP, VICINITY MAP & SHEET INDEXG-002
COVER SHEETG-001
S H E E T I N D E X
V-001 TOPOGRAPHIC SURVEY
L O C A T I O N M A P
C-001 OVERALL SITE PLAN
DENTON
0 1200600
PROJECT
LOCATION
C-002
C-003
C-004
C-006
C-007
C-008
C-301
C-501
C-502
LANDFILL
LOCATION
G-003
PROJECT LAYOUT PLAN
SITE UTILITY PLAN
EXISTING SITE CONDITIONS
C-005
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\G-002-2503-20.dwg LAYOUT NAME: G-002 PRINTED: Monday, November 09, 2020 - 2:31pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
GENERAL NOTES & STANDARD ABBREVIATIONS
EROSION CONTROL PLAN
SUBGRADE CONTROL PLAN
CLAY LINER CONTROL PLAN
LEACHATE COLLECTION SYSTEM & PROTECTIVE COVER PLAN
SUBGRADE CROSS SECTIONS
LINER DETAILS AND SECTIONS
MISCELLANEOUS DETAILS I
PROJECT
LOCATION MAP
VICINITY & SHEET
INDEX
G-002
C-503 MISCELLANEOUS DETAILS II
GENERAL NOTES
1.THE CONTRACTOR SHALL VISIT AND FAMILIARIZE HIMSELF/HERSELF WITH
THE PROJECT SITE PRIOR TO SUBMITTING BIDS.
2.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE,
PROTECT AND REPLACE ALL UNDERGROUND UTILITY LINES AT NO EXTRA
COST TO THE OWNER WHEN LINES ARE DISTURBED AS A RESULT OF THE
WORK. SERVICE SHALL BE PROVIDED TO USER AT ALL TIMES.
3.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE AND
PERFORM HIS/HER WORK TO ASSURE PROPER PASSAGE OF STORM RUNOFF
DURING THE COURSE OF OPERATIONS. ALL LABOR, TOOLS, EQUIPMENT,
AND SUPERVISION REQUIRED TO ASSURE SUCH PROPER PASSAGE OF
RUNOFF WATER AND ANY REMOVAL OR HANDLING OF WATER IN ORDER TO
MAINTAIN DRY CONDITIONS SHALL BE CONSIDERED INCIDENTAL TO THE
WORK, AND SHALL BE AT THE EXPENSE OF THE CONTRACTOR.
4.THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE
WITH THE CITY OF DENTON, ALL UTILITIES, AND ALL OTHER AGENCIES WITH
THE JURISDICTION OVER THE PROJECT.
5.ALL EXISTING PAVEMENT, ADJACENT UTILITIES, STRUCTURES, ETC.,
DISTURBED AS A RESULT OF THE CONSTRUCTION, SHALL BE REPLACED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
6.THE DRAWINGS INDICATE HORIZONTAL AND VERTICAL CONTROL
REFERENCE POINTS ONLY. THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND GRADES BEFORE PROCEEDING WITH THE WORK. ANY
DISCREPANCIES FOUND SHALL BE REPORTED IMMEDIATELY TO THE
ENGINEER, OTHERWISE THE CONTRACTOR SHALL BE HELD RESPONSIBLE
FOR THEIR CORRECTNESS.
7.ALL WORK REQUIRED BY THESE PLANS SHALL BE CONDUCTED IN
CONFORMANCE WITH THE CURRENT SAFETY CODES AND STANDARDS
HAVING JURISDICTION OVER THE PROJECT.
8.THE PROJECT'S INTERNAL AND PERIMETER HORIZONTAL AND VERTICAL
CONTROL WAS FURNISHED BY COLEMAN & ASSOCIATES LAND SURVEYING.
9.UNDERGROUND UTILITIES WERE LOCATED VISUALLY AND FROM AS -BUILT
RECORDS. THERE WERE NO EXPOSURES OF UNDERGROUND UTILITIES
CONDUCTED FOR LOCATION.
10.PERMITTED OPERATING HOURS FOR THE LANDFILL IS 7:00 AM TO 7:00 PM,
MONDAY THROUGH SUNDAY. NO HEAVY EQUIPMENT OPERATION WILL BE
ALLOWED BEYOND THE OPERATING HOURS. THE CONTRACTOR WILL NOT BE
ALLOWED TO WORK BEYOND THE LANDFILL OPERATING HOURS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR SECURING THE LANDFILL
PREMISES AT THE PROJECT SITE.
11.RE-USE WATER SHALL BE AVAILABLE TO THE CONTRACTOR AT NO COST.
12.IF AT ANY TIME CONSTRUCTION INHIBITS NORMAL LANDFILL TRAFFIC, THEN
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A FLAGMAN OR
SIGNS FOR TRAFFIC CONTROL.
STANDARD ABBREVIATIONS STANDARD ABBREVIATIONS
%PERCENT S SOUTH
&AND SCH SCHEDULE
@ AT SDL SAND DRAINAGE LAYER
APPROX APPROXIMATELY SDR STANDARD DIMENSION RATIO
ASPH ASPHALT SEC SECTION
AVG AVERAGE SHT SHEET
BLDG BUILDING SLER SOIL AND LINER EVALUATION REPORT
BOE BOTTOM OF EXCAVATION SLQCP SOIL AND LINER QUALITY CONTROL PLAN
BOL BOTTOM OF LINER SP STEEL PIPE
BTM BOTTOM SQ SQUARE
CFS CUBIC FEET PER SECOND SS STAINLESS STEEL
CL CENTERLINE STA STATION
CMP CORRUGATED METAL PIPE TL TANGENT LENGTH
CO CLEAN OUT TOPC TOP OF PROTECTIVE COVER
CY CUBIC YARD TOFC TOP OF FINAL COVER
DET DETAIL TOS TOE OF SLOPE
DIA DIAMETER X BY
DWG DRAWING TS TOP SLOPE
E EAST TEMP TEMPORARY
EL/ELEV ELEVATION TRANS TRANSITION
EXC EXCAVATION TYP TYPICAL
EXIST EXISTING VERT VERTICAL
FL FLOW LINE W WEST
FML FLEXIBLE MEMBRANE LINER W/WITH
FT FEET YD YARD
CON CONSTRUCTION
CONC CONCRETE
CP CONTROL POINT
GAL GALLON
GCDL GEOCOMPOSITE DRAINAGE LAYER
GDL GRAVEL DRAINAGE LAYER
GLER GEOMEMBRANE LINER EVALUATION REPORT
GML GEOMEMBRANE LINER
GND GROUND
GNDL GEONET DRAINAGE LAYER
GP GAS PROBE
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
ID INSIDE DIAMETER
IE INVERT ELEVATION
IN INCHES
LB POUND
LCP LEACHATE COLLECTION PIPE
LCPR LEACHATE COLLECTION PIPE RISER
LCS LEACHATE COLLECTION SYSTEM
LF LINEAR FEET
LFG LANDFILL GAS
LG LONG
MAX MAXIMUM
MH MANHOLE
MIL 0.001 INCHES
MIN MINIMUM
MSL MEAN SEA LEVEL
MW MONITORING WELL
N NORTH
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OZ OUNCE
PC POINT OF CURVATURE
PERF PERFORATED
PGV PASSIVE GAS VENT
PLCP PERFORATED LEACHATE COLLECTION PIPE
PT POINT OF TANGENCY
PVI POINT OF VERTICAL INTERSECTION
PZ PIEZOMETER
Q FLOW
QTY QUANTITY
R RADIUS
RCP REINFORCED CONCRETE PIPE
RD ROAD
REF REFERENCE
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\G-003-2503-20.dwg LAYOUT NAME: G-003 PRINTED: Monday, November 09, 2020 - 2:30pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONAL E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
GENERAL NOTES
& STANDARD
ABBREVIATIONS
G-003
V-001
R20.25'
200 4000
1.ALL CONSTRUCTION TRAFFIC MUST ENTER SITE FROM SPENCER
ROAD AND MAYHILL.
2.BENCH MARKS AND CONTROL POINTS FOR HORIZONTAL AND
VERTICAL CONTROL WERE PROVIDED BY COLEMAN &
ASSOCIATES LAND SURVEYING: 300 N. ELM ST. #200, DENTON,
TEXAS 76201, PH. 940-565-8215, FAX 940-565-9800.
3.CONTRACTOR SHALL STOCKPILE CLAY AND SAND IN
DESIGNATED STOCKPILE AREAS. EXCAVATED CLAY MATERIAL
MUST BE TESTED TO MEET TCEQ CRITERIA FOR LINERS PRIOR
TO PLACEMENT IN THE CLAY LINER STOCKPILE AREA.
EXCAVATED MATERIAL NOT MEETING TCEQ CRITERIA FOR
LINERS SHALL BE PLACED IN THE SAND/COVER STOCKPILE
LOCATIONS OF THE STOCKPILES TO BE DESIGNATED AT THE
PRE-CONSTRUCTION CONFERENCE.
4.CONTRACTOR SHALL CONSTRUC/INSTALL AND/OR IMPLEMENT
ALL TEMPORARY DRAINAGE AND SOIL EROSION AND SEDIMENT
CONTROL FEATURES/MEASURES SO AS TO CONFORM TO
DETAILS AND SPECIFICATIONS INCLUDED IN THE "STORMWATER
QUALITY BEST MANAGEMENT PRACTICES FOR CONSTRUCTION
ACTIVITIES" MANUAL PUBLISHED BY NORTH CENTRAL TEXAS
COUNCIL OF GOVERNMENTS (NCTCOG). ALL CONTRACTOR
ACTIVITIES SHALL BE CONDUCTED IN SUCH A MANNER AS TO
PREVENT SOIL EROSION AND SEDIMENT MIGRATION AT THE
SITE.
5.EXISTING SOIL STOCKPILES WITHIN THE PROJECT AREA WILL BE
RELOCATED BY THE CITY BEFORE CELL CONSTRUCTION BEGINS.
6.APPROXIMATE HAULING DISTANCE TO THE NORTH STOCKPILE IS
0.6 MILES FROM THE NORTHEAST CORNER OF CELL 4.
NOTES
CELL 3A/B CELL 4A/BCELL 2
CELL 5
CELL 1
LEGEND
PROPERTY LINE
PERMIT BOUNDARY
PREVIOUSLY CONSTRUCTED LANDFILL
WORK IN THIS CONTRACT
SEPARATION LINER
PROPOSED LANDFILL TRAFFIC
CONTRACTOR'S TRAFFIC
STOCKPILE
AREA
STOCKPILE
AREA
STOCKPILE
AREA
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-001-2503-20.dwg LAYOUT NAME: C-001 PRINTED: Monday, November 09, 2020 - 2:28pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
CELL 1590
OVERALL SITE
PLAN
C-001
CELL 3C/D
SCALE
HOUSE
CONSTRUCTION AREA
CELL 4
TRAFFIC TO NORTH
STOCKPILE
CONTRACTOR'S
STAGING
AREA
CAUTION: NARROW ROADWAY.
LANDFILL TRAFFIC HAS RIGHT OF WAY
EXISTING WATER FILL STAND PIPE,
WATER SOURCE FOR CONSTRUCTION
100 2000
CELL 3A/B CELL 4A/B CELL 5
CELL 1
CELL 1590
FUTURE TIE-IN
LEGEND
EXISTING SLURRY WALL
PREVIOUSLY CONSTRUCTED LANDFILL
WORK IN THIS CONTRACT
SEPARATION LINER
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-002-2503-20.dwg LAYOUT NAME: C-002 PRINTED: Monday, November 09, 2020 - 2:33pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G INEERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
(PRE-SUBTITLE D)
PROJECT
LAYOUT PLAN
C-002
CELL 3C/D
STOCKPILE
AREA
LINER TIE-IN WITH
CELL 4A/B
LINER TIE-IN WITH
CELL 3C/D
CONSTRUCTION AREA
CELL 4
50 1000
CELL 1590CONSTRUCTION AREA
LEGEND
EXISTING REUSE WATER LINE
EXISTING ELECTRIC LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING GAS HEADER LINE
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-003-2503-20.dwg LAYOUT NAME: C-003 PRINTED: Monday, November 09, 2020 - 2:44pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
NC
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
(PRE-SUBTITLE D)
SITE UTILITY
PLAN
C-003
CELL 3C/D CELL 4
CONTRACTOR SHALL LOCATE AND
PROTECT ALL EXISTING UTILITIES
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-004-2503-20.dwg LAYOUT NAME: C-004 PRINTED: Monday, November 09, 2020 - 2:40pm USER: gmolinar
Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTION1234512345DCBACELL 4 EXCAVATION AND
LINER CONSTRUCTIONCITY OF DENTONMSW LANDFILL1527 SOUTH MAYHILL ROADDENTON, TEXAS762082503.20PROFESSIONAL ENGIN
EERLICENSED
S
TATE OF TEXASSONIA SAMIR129340PARKHILL
S
MI
TH & COOPER,INC. F-56011/09/20200111/09/2020ISSUED FOR BIDSSTOCKPILEAREAEXISTING SITECONDITIONSC-004STOCKPILEAREACELL 1590EXISTING RCP CULVERTEXISTING RCP CULVERTSASP
H
A
L
T
R
O
A
DGRAVEL ROADSTOCKPILEAREA1002000LEGENDPROPERTY LINEPERMIT BOUNDARYGAS LINEWORK IN THIS CONTRACTSEPARATION LINEREXISTING SLURRY WALL1.CITY TO RELOCATE PUBLIC DROP OFF AREA BEFORE THE CELLCONSTRUCTION BEGINS.2.EXISTING SOIL STOCKPILES WITHIN THE PROJECT AREA WILL BERELOCATED BY THE CITY BEFORE CELL CONSTRUCTION BEGINS.3.CONTRACTOR IS RESPONSIBLE FOR ANY CLEARING ANDGRUBBING WITHIN PROJECT LIMITS.4.CONTRACTOR TO DEMOLISH AND MILL THE ASPHALT ROADWITHIN THE PROJECT LIMIT. THE MILLED ASPHALT MATERIALSCAN BE STOCKPILED ON TOP OF CELL 1590 OR AS DIRECTED BYTHE CITY STAFF.5.CONTRACTOR TO DEMOLISH THE CULVERTS WITHIN THEPROJECT LIMIT. THE DEMOLISHED MATERIALS NEED TO BEDISPOSED AS DIRECTED BY THE CITY.6.IF ANY LANDFILL GAS LATERALS ARE DISCOVERED WITHIN THEWORK AREA ON CELL 1590, STOP WORK IN THE AREA ANDIMMEDIATELY NOTIFY LANDFILL STAFF AND THE ENGINEER.7.CITY SHALL REMOVE ALL CONCRETE SLAB ON-GRADE BEFORECONSTRUCTION BEGINS.8.CONTRACTOR SHALL REMOVE ALL THE POLES LOCATED WITHINTHE PROJECT AREA AND DISPOSE AS DIRECTED BY THE CITY.THE LOCATIONS OF THE POLES SHOWN ON THE DRAWING AREAPPROXIMATE.NOTESPUBLICDROP OFFAREAEXISTING RCP CULVERTEXISTING REINFORCEDCONCRETE SLABEXISTING POLES (10 EA.)EXISTING WATER FILLSTAND PIPEEXISTING POLES (6 EA.)EXISTING RCP CULVERTS
562
564566
568
570
57
0
56
8
56
6
56
4
56
2
610
600
600
590
610
N
0 100 200
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-005-2503-20.dwg LAYOUT NAME: C-005 PRINTED: Monday, November 09, 2020 - 2:39pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
EXISTING LINER
EXISTING CONTOURS
PROPOSED CONTOURS
LIMITS OF DISTURBANCE
GRADE BREAK
3H:1V SLOPE
LINER TIE-IN AREA
LEGEND
566
A1 SILT FENCE DETAIL
NO SCALE
FLOW 2"
FLOW
WOVEN FILTER
FABRIC
4' MIN. STEEL OR WOOD POSTS SPACED AT 6' TO 8'.
SOFTWOOD POSTS SHALL BE 3" MIN. DIA. OR NOMINAL 2"X4".
HARDWOOD POSTS SHALL HAVE A MIN. CROSS SECTION OF 1.5" X 1.5".
GALV. W.W.M.
(12.5 GA. MIN.)MAX. OPENING SIZE
SHALL BE 2" X 4".
PLACE 4" TO 6" OF FABRIC AGAINST
THE TRENCH SIDE AND APPROX. 2"
ACROSS TRENCH BOTTOM IN UPSTREAM
DIRECTION. MINIMUM TRENCH SIZE
SHALL BE 6" SQUARE. BACKFILL AND
HAND TAMP.
ATTACH THE W.W.M. & FABRIC ON END
POSTS USING 4 EVENLY SPACED STAPLES
FOR WOODEN POSTS (OR 4 T-CLIPS OR
SEWN VERTICAL POCKETS FOR STEEL
POSTS).
FASTEN FABRIC TO TOP STRAND OF WELDED WIRE MESH(W.W.M.)BY HOG RINGS OR CORD AT A MAX. SPACING
OF 15".
CONNECT THE ENDS
OF SUCCESSIVE
REINFORCEMENT
SHEETS OR ROLLS
A MIN. OF 6 TIMESWITH HOG RINGS.
90
°
A
A
FLOW
FILTER FABRIC
HAND TAMP.
3' MIN. WIDTH
6"90°2"
BACKFILL &
EMBED POSTS
18" MIN. OR
ANCHOR IF IN
ROCK.
SECTION A-A
1.
3.
4.
2.
SILT FENCE, A1/C-005
FLOW DIRECTION (EXISTING)
FLOW DIRECTION (PROPOSED)
5.
NOTES:
CONTRACTOR WILL BE AN "OPERATOR" ON THIS PROJECT AND WILL BE REQUIRED
TO OBTAIN COVERAGE UNDER A TPDES GENERAL PERMIT FOR STORM WATER
DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT CONTRACTOR'S ACTIVITIES
ARE IN COMPLIANCE WITH ALL APPLICABLE PERMIT CONDITIONS. SHOULD ANY
FIELD INSPECTIONS BY THE CONTRACTOR, OWNER'S REPRESENTATIVE, OR
OTHER AUTHORITY HAVING JURISDICTION INDICATE THAT CONTRACTOR'S
MEASURES OR ACTIVITIES ARE NOT IN COMPLIANCE WITH PERMIT CONDITIONS,
CONTRACTOR SHALL IMPLEMENT WHATEVER MEASURES NECESSARY TO BRING
THE PROJECT INTO COMPLIANCE.
WHERE REQUIRED, CONTRACTOR SHALL DEVELOP A STORMWATER PREVENTION
PLAN (SWPPP), FILE A NOTICE OF INTENT (NOI), AND IMPLEMENT STORMWATER
POLLUTION PREVENTION MEASURES SHOWN ON DRAWINGS. CONTRACTOR IS
RESPONSIBLE FOR ANY FINES OR PENALTIES ASSESSED BY THE APPROPRIATE
REGULATORY AGENCY FOR FAILURE TO MAKE REQUIRED INSPECTIONS,
PROPERLY DOCUMENT THOSE INSPECTIONS, AND ADEQUATELY IMPLEMENT AND
ADJUST THE STORMWATER POLLUTION PREVENTION MEASURES WHERE A
SWPPP IS IMPLEMENTED.
LOCATION OF CONSTRUCTION STAGING AREA IS SHOWN ON SHEET C-001.
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER.
IF CONSTRUCTION STAGING AREA IS LOCATED OUTSIDE LIMITS OF DISTURBANCE,
THEN THE ADDITIONAL AREA SHALL BE ADDED TO THE LIMITS OF DISTURBANCE
SHOWN ON PLANS. EROSION CONTROL PLAN TO BE ADJUSTED BY CONTRACTOR
AS NECESSARY.
TURN ALL SILT FENCES 45° UP SLOPE AT END OF REACH FOR A MINIMUM OF 15
FEET.
CONSTRUCTION STAGING AREA TO BE RETURNED TO PRE-CONSTRUCTION
CONDITIONS UPON COMPLETION OF CONSTRUCTION.
NO WETLANDS EXIST ON SITE. NO OFF-SITE BORROW AREAS ARE ANTICIPATED
TO BE USED.
TOTAL DISTURBED AREA = 28.4± ACRES
EROSION
CONTROL PLAN
C-005
562
564566
568
570
57
0
56
8
56
6
56
4
56
2
0.50%0.50%1.00%1.00%1.00%
C1/C-301 C1/C-301
B1/C-301A1/C-301B1/C-301A1/C-301A3/C-501D4/C-502D4/C-502
B3/C-501
B3/C-501
C4/C-501C4/C-501C1/C-501
C1/C-501 B1/C-501C1/C-502C1/C-502
C1/C-502
B1/C-5015605905701.00%0+001+002+003+004+005+006+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+60
L1L2L3L4L5
L6 L7 L8
EXISTING
UNDERDRAIN
LATERAL
EXISTING
UNDERDRAIN
LATERAL
EXISTING
UNDERDRAIN
LATERAL
580570C1/C-502
C1/C-502
D2/C-501D2/C-501D2/C-501 D2/C-501
600
590
600
610
(A1/C-006) ALIGNMENT - UNDERDRAIN HEADER
SEGMENT
L1
L2
L3
L4
L5
L6
L7
L8
START
STATION
0+00.00
1+39.68
2+74.98
4+01.21
5+69.25
8+93.97
13+21.56
15+07.03
END
STATION
1+39.68
2+74.98
4+01.21
5+69.25
8+93.97
13+21.56
15+07.03
15+60.00
START
NORTHING
7119193.04
7119193.44
7119193.70
7119200.60
7119209.78
7118885.06
7118457.47
7118272.02
START
EASTING
2402566.14
2402705.82
2402841.12
2402967.16
2403134.95
2403134.70
2403134.36
2403136.82
END
NORTHING
7119193.44
7119193.70
7119200.60
7119209.78
7118885.06
7118457.47
7118272.02
7118219.05
END
EASTING
2402705.82
2402841.12
2402967.16
2403134.95
2403134.70
2403134.36
2403136.82
2403137.46
LENGTH
139.68
135.30
126.23
168.04
324.72
427.58
185.47
52.98A1/C-006CONTROL POINT TABLE
POINT #
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
NORTHING
7117578.95
7117579.05
7117768.00
7118167.50
7118367.25
7118766.76
7118966.51
7119193.38
7119252.00
7119193.89
7119248.76
7119194.20
7119245.77
7119201.10
7119242.84
7119205.71
7119240.96
7119239.01
7119210.31
7119238.12
7119209.24
7118753.90
7118752.68
7118457.48
7118457.04
EASTING
2402506.29
2402503.50
2402516.69
2402531.82
2402539.39
2402554.52
2402562.08
2402567.65
2402569.98
2402709.69
2402711.10
2402841.11
2402841.77
2402967.14
2402969.52
2403051.29
2403051.36
2403136.64
2403135.45
2403175.48
2403175.13
2403169.73
2403135.09
2403134.86
2403166.21
ELEVATION
563.08
563.10
564.00
566.00
567.00
569.00
570.00
572.02
587.71
569.97
585.67
568.86
584.19
570.00
582.63
570.76
581.54
580.58
571.52
585.04
584.80
580.96
569.38
568.00
578.46
CONTROL POINT TABLE
POINT #
126
127
128
129
130
131
132
133
134
135
136
137
138
139
141
142
143
144
145
146
147
148
149
150
151
NORTHING
7118265.48
7118270.14
7118265.84
7118271.88
7118163.00
7117905.09
7117905.00
7117559.61
7117569.35
7118022.88
7118622.45
7119022.16
7119047.68
7119047.22
7118885.06
7118567.00
7118222.74
7117763.25
7117823.02
7117569.62
7117558.98
7118228.58
7118193.53
7118228.53
7118193.32
EASTING
2403143.41
2403137.33
2403077.81
2403072.25
2403064.04
2403054.92
2403060.92
2403042.72
2402777.92
2402796.70
2402819.43
2402834.58
2403135.32
2403173.21
2403135.20
2402546.95
2402804.28
2403049.91
2402789.12
2402628.80
2402929.61
2403110.56
2403119.66
2403119.87
2403154.66
ELEVATION
570.00
568.00
570.00
568.00
566.00
564.71
566.71
562.98
559.73
563.00
565.00
567.00
570.76
583.44
570.00
568.00
563.00
564.00
561.00
562.00
562.00
565.00
565.00
565.00
565.00
CONTROL POINT TABLE
POINT #
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
NORTHING
7118228.32
7118228.23
7117911.68
7117595.14
7117559.40
7117763.04
7118162.67
7117599.11
7117648.83
7117762.15
7117961.37
7118160.58
7119224.81
7119016.01
7118603.91
7118284.31
EASTING
2403154.87
2403171.52
2403157.78
2403144.03
2403048.71
2403055.91
2403070.03
2403087.79
2403062.15
2403080.99
2403091.03
2403101.06
2403201.24
2403326.91
2403321.94
2403176.88
ELEVATION
565.00
565.00
565.29
565.00
564.98
566.00
568.00
565.00
565.00
565.00
565.00
565.00
587.50
619.30
619.48
577.50
101
102
103104105106107108
109
110111
112
113
114115
116117
118 119
120 121
122
123 124
125
126 127
128
129 130 131
132
133
134135136137
138
139
141
142
143
144
145
146
147
148
149
150
151152
153
154 155
156157158
159
160
161162163
164
165 166
167
610
540
550
560
570
580
590
540
550
560
570
580
590
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00
SLOPE = -0.84%
SLOPE = -0.30%
SLOPE = -0.50%
SLOPE = -0.52%
SLOPE = -0.52%STA = 0+00.00EL = 569.17STA = 2+74.98EL = 566.86STA = 9+13.05EL = 564.97STA = 12+13.05EL = 563.46STA = 15+07.03EL = 561.94STA = 15+60.00EL = 561.67EXISTING
GROUND
PROPOSED
SUBGRADE
PROPOSED
4" CORRUGATED
SLOTTED PIPE
UNDERDRAIN (F.L.)(4" T-JOINT, CONNECTWEST 4" PIPE)(4" T-JOINT, CONNECTWEST 4" PIPE)(4" T-JOINT, CONNECTWEST 4" PIPE)(CONNECT TO EXISTINGWEST 4" PIPE)3
1
3
1
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-006-2503-20.dwg LAYOUT NAME: C-006 PRINTED: Monday, November 09, 2020 - 3:03pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
EXISTING EDGE OF LINER
EXISTING CONTOURS
PROPOSED CONTOURS
LIMITS OF EXCAVATION
GRADE BREAK
UNDERDRAIN, SEE D1/C-501
3H:1V SLOPE
LINER TIE-IN AREA
DOUBLE SIDED GEOCOMPOSITE STRIP
DRAIN
LAYOUT CONTROL POINT
GROUNDWATER CONTOURS
LEGEND
566
1.PROPOSED CONTOURS REPRESENT THE TOP OF SUBGRADE.
2.REMOVE EXISTING POWER POLES (2) AND GROUNDWATER
MANHOLE. BACKFILL MANHOLE WITH GENERAL FILL AS NEEDED
TO CONSTRUCT SUBGRADE.
3.12' WIDE DOUBLE SIDED GEOCOMPOSITE 24' O.C. ON FLOOR
4.4' WIDE DOUBLE SIDED GEOCOMPOSITE 25' O.C. ON SIDE SLOPE.
5.GROUNDWATER CONTOURS REPRESENT HIGHEST SEASONAL
GROUNDWATER ELEVATIONS AND WERE PROVIDED BY BIGGS &
MATHEWS ENVIRONMENTAL CONSULTING ENGINEERS,
GROUNDWATER CONTOURS DATED 03-08-2018.
NOTES
130
SUBGRADE
CONTROL PLAN
C-006
PREVIOUSLY LINED AREA
PREVIOUSLY LINED AREA
580A1UNDERDRAIN HEADER PROFILE
1"=100'-0"PROPOSED 4" CORRUGATED SLOTTED PIPE
WEST TO EAST ALIGNMENT PROFILE NORTH TO SOUTH ALIGNMENT PROFILE
N
0 100 200
5'x5' BOTTOM
SUMP (EL.=560.00)
570
57
0
564
56
4
566
56
6
568
56
8
572
57
2 1.00%1
.00%1.00%
0.50%0.50%A3/C-501D4/C-502D4/C-502
B3/C-501
B3/C-501
C4/C-501C4/C-501C1/C-501
C1/C-501 B1/C-501B1/C-5011.00%N
0 100 200
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-007-2503-20.dwg LAYOUT NAME: C-007 PRINTED: Monday, November 09, 2020 - 2:45pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
1.PROPOSED CONTOURS REPRESENT THE TOP OF CLAY LINER.
2.CLAY LINER SHALL BE INSTALLED AS SPECIFIED IN SECTION 31
90 33 COMPACTED CLAY LINER OF THE PROJECT MANUAL.
NOTES
CLAY LINER
CONTROL PLAN
C-007
EXISTING EDGE OF LINER
EXISTING CONTOURS
PROPOSED CONTOURS
LIMITS OF EXCAVATION
GRADE BREAK
3H:1V SLOPE
LINER TIE-IN AREA
LEGEND
568
PREVIOUSLY LINED AREA
PREVIOUSLY LINED AREA
1.00%0.50%0.50%1.00%1.00%
570
570
566
56
6
568
56
8
572
57
2
574
57
4 D4/C-502D4/C-502
B3/C-501
B3/C-501
C4/C-501C4/C-501C1/C-501
C1/C-501 B1/C-501B1/C-501D2/C-501
1.00%14+00
16+00
18+00
12+00
20+00 BB+00Z+00W+00U+00S+00Q+00O+00M+00A3/C-501600
600
590590
801
802
803
804
805 806 807
808
809 810 811 812
813
814
815
816
817 818
819
820
821 822 823
CONTROL POINT TABLE
POINT #
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
NORTHING
7119275.58
7119272.60
7119269.63
7119266.65
7119020.00
7118813.96
7118607.91
7118264.83
7118265.84
7118035.91
7117805.83
7117554.78
7119273.14
7119270.30
7119267.46
7119093.26
7118892.19
7118692.19
7118493.40
7118295.48
7118098.10
7117898.21
7117698.33
EASTING
2402559.68
2402769.34
2402979.00
2403188.66
2403327.05
2403324.57
2403322.09
2403166.79
2403077.81
2403065.55
2403057.42
2403048.55
2402731.58
2402931.57
2403131.56
2403282.97
2403325.51
2403323.10
2403270.11
2403180.28
2403067.75
2403060.68
2403053.62
DESCRIPTION
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GLER MARKER
GRID MARKER
GRID MARKER
GRID MARKER
GRID MARKER
GRID MARKER
GRID MARKER
GRID MARKER
GRID MARKER
GRID MARKER
GRID MARKER
GRID MARKER
610610
N
0 100 200
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-008-2503-20.dwg LAYOUT NAME: C-008 PRINTED: Monday, November 09, 2020 - 2:51pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
1.PROPOSED CONTOURS REPRESENT TOP OF PROTECTIVE
COVER.
2.PROTECTIVE COVER SHALL BE INSTALLED AS SPECIFIED.
3.GRID MARKER LOCATIONS SHOWN ON THE PLANS ARE
APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFICATION OF THESE LOCATIONS WITH THE CITY BEFORE
INSTALLING THEM.
NOTES
LEACHATE COLL
SYSTEM &
PROTECTIVE
COVER PLAN
C-008
PREVIOUSLY LINED AREA
PREVIOUSLY LINED AREA
EXISTING EDGE OF LINER
EXISTING CONTOURS
PROPOSED CONTOURS
LIMITS OF EXCAVATION
GRADE BREAK
12" DIA. PERFORATED HDPE, SDR-11 PIPE,
SEE B1/C-501
3H:1V SLOPE
LINER TIE-IN AREA
GRID MARKER
GLER MARKER
LANDFILL GRID
LEGEND
570
12" RISER PIPE
(TO DAYLIGHT OUT
TO EXISTING ACCESS
ROAD), SEE D4/C-501
14+00
BB+00
550
560
570
580
590
550
560
570
580
590
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00
SLOPE = 0.50%
550
560
570
580
590
550
560
570
580
590
0+00 2+00 4+00 6+00 8+00 10+00
SLOPE = 0.86%SLOPE = -0.86%
550
560
570
580
590
550
560
570
580
590
0+00 2+00 4+00 6+00 8+00 10+00
SLOPE = 0.86%SLOPE = -0.86%FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-301-2503-20.dwg LAYOUT NAME: C-301 PRINTED: Monday, November 09, 2020 - 2:49pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E D
S T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
SUBGRADE
CROSS SECTIONS
C-301
C1 SECTION 1
SCALES: HOR. 1" = 100' VER. 1" = 10'SOUTH-NORTH
B1 SECTION 2
SCALES: HOR. 1" = 100' VER. 1" = 10'WEST-EAST
A1 SECTION 3
SCALES: HOR. 1" = 100' VER. 1" = 10'WEST-EAST
0 100 200
LEGEND
EXISTING GROUND
NEW EXCAVATION GRADE
SCALES:
HOR.
0 10 20
VER.
1
3
1
3
1
3
1
3
SOUTH NORTH
WEST EAST
WEST EAST
A3/C-501
1
3
1
3
A1 BOTTOM LINER DETAIL
SCALE: 1" = 4'
X X X X X X X
PROTECTIVE COVER
DOUBLE SIDED
GEOCOMPOSITE
60 MIL TEXTURED
(BOTH SIDES)
GEOMEMBRANE
COMPACTED CLAY
LINER 2' MIN.
X X X X X X X X2'2'EXCAVATION GRADE
X X X X X X X X X X X X X X X
2'2'
A2 SIDESLOPE LINER DETAIL
SCALE: 1" = 4'
60 MIL TEXTURED
(BOTH SIDES)
GEOMEMBRANE
COMPACTED CLAY
LINER 2' MIN. MEASURED
EXCAVATION GRADE
PROTECTIVE COVER
DOUBLE SIDED
GEOCOMPOSITE
X X X X X X
X X X X X X X X X
A3 SECTION, BERM DETAIL FOR SEPARATION LINER
SCALE: 1" = 4'VARIES3
1
X X X X X X X X X X
2'2'
3
1
X X X X X
(BOTH SIDES)
GEOMEMBRANE
COMPACTED CLAY
LINER 2' MIN.
EXCAVATION GRADE
PROTECTIVE COVER
DOUBLE SIDED
GEOCOMPOSITE
60 MIL TEXTURED 10'3'5'
2'
15'
40 MIL LLDPE TEXTURED
(BOTH SIDES)
GEOMEMBRANE
2
1
2
1
PRE SUB-TITLE D
WASTE
SLURRY WALL
EXISTING
REMOVE THE TOP 6-INCHES OF
EXISTING INTERMEDIATE COVER
AND RECOMPACT BEFORE
PLACEMENT OF GEOCOPOSITE
AND 40 MIL LLDPE
X X X X X
X
X
X
X
X
X
X X XXXXPERPENDICULAR FROM
THE LINER
X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
X X X XX
X
X
X
X X XXX2'5'
DOUBLE SIDED
GEOCOMPOSITE
X 2' MIN.CONTROL POINTCONTROLPOINTCONTROL POINTXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
10'
TIE IN ZONE
PROPOSED CELLEXISTING CELL
PERIMETER BERM
WASTE
(BOTH SIDES)
GEOMEMBRANE
COMPACTED CLAY
LINER 2' MIN.
EXCAVATION GRADE
PROTECTIVE COVER
DOUBLE SIDED
GEOCOMPOSITE
WELD PROPOSED CELL
GEOMEMBRANE TO
EXISTING CELL
GEOMEMBRANE
STAIR STEP LINER TIE-IN TO
EXISTING CLAY LINER AT A
MAXIMUM 9" LOOSE LIFTS
B3 SECTION
SCALE: 1" = 4'
3
1
3
1
1.5'
MIN.
3'3'
2'
MIN.
2'
MIN.
CHIMNEY DRAIN
SEPARATION GEOTEXTILE
DRAINAGE AGGREGATE
GEOTEXTILE WRAP
12" DIA.
PERFORATED
HDPE, SDR-11
4" MIN. BEDDING DEPTH
X X X X X X X
X X XXXXXXXX
X
X
X
B1 LEACHATE COLLECTION TRENCH
SCALE: 1" = 4'
120°
B2 COLLECTION PIPE DETAIL
SCALE: 1" = 4'
12" PERFORATED LEACHATE
PLAN
0.25'0.5'
1/2" HOLES AT 6" O.C.
SECTION A-A'
A
60 MIL TEXTURED
X
X XX3
1
X X X X X X X X X X
2'2'
4'
3
1
10'EXISTING
ACCESS ROADWAY
C1 SECTION
SCALE: 1" = 4'
GLER AND SLER LIMIT
STORM PERIMETER
BERM
2
1
2
1
A'
PROPOSED LCS
PIPE
EXISTING LCS
PIPE
BUTT OR ELECTROFUSION
EXISTING AND PROPOSED
PIPE WITH FULL PORT BALL
VALVE CONNECTION
D2 LCS PIPE CONNECTION DETAIL
SCALE: 1" = 4'
X X X X X XX
X
X X X
X X X X X
X X X X X X
6'10'
3
13
1
GLER AND SLER LIMIT
2'3'
(BOTH SIDES)
GEOMEMBRANE
COMPACTED CLAY
LINER 2' MIN.
EXCAVATION GRADE
PROTECTIVE COVER
DOUBLE SIDED
GEOCOMPOSITE
60 MIL TEXTURED
C4 SECTION
NOT TO SCALE
XX
X
X
X
X
X
X
XXXXXX
WELD PROPOSED CELL
GEOMEMBRANE TO
EXISTING CELL
GEOMEMBRANE
STAIR STEP LINER TIE-IN TO
EXISTING CLAY LINER AT A
MAXIMUM 9" LOOSE LIFTS
#REMOVE AND DISPOSE OF
EXISTING PLYWOOD AND
SACRIFICIAL STRIP MATERIAL
#WASTE
B3/C-501
XXXXXXX
B3 ANCHOR TRENCH DETAIL
SCALE: 1" = 2'
X X X X X
X X X X
X
XXXX
COMPACTED
GEOMEMBRANE
AS DETAILED
DRAINAGE COMPOSITE
AS DETAILED
COMPACTED
CLAY LINER
2'
BACKFILL
6" LENGTH OF 4" HDPE
PIPE WELDED TO BLIND
FLANGE
LEACHATE ACCESS
STRUCTURE WALL
12" LEACHATE
COLLECTION PIPE
CLEANOUT RISER
CAP
FUSION WELD
MODIFIED BLIND FLANGE
D4 CLEANOUT RISER
1"=1'-0"FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-501-2503-20.dwg LAYOUT NAME: C-501 PRINTED: Monday, November 09, 2020 - 2:48pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
N
C
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
LINER DETAILS
AND SECTIONS
C-501
HIGHEST RECORDEDGROUNDWATER TOE OF SLOPE300'300'REFER TO C1FOR DRAIN DETAILREFER TO B3/C-501 FORANCHOR TRENCHDETAILGEOCOMPOSITEDRAINAGE LAYERMAXIMUM SPACING (TYP.)ELEVATIONXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXD1GENERAL CROSS SECTION OF PROPOSED DEWATERING SYSTEMSCALE: 1" = 100'300'EAST SIDESLOPE4" CORRUGATEDSLOTTED PIPE ASUNDERDRAIN HEADER12' DOUBLE SIDEDGEOCOMPOSITEDRAINAGE LAYERGEOCOMPOSITEDRAINAGE STRIPMAXIMUM SPACING (TYP.)4'25'ANCHOR TRENCHA4UNDERDRAIN TYPICAL LAYOUT PLANSCALE: 1" = 30'24'NORTH SIDESLOPE1' WIDE FRENCH DRAIN4" CORRUGATEDSLOTTED PIPE AT TOEOF SLOPE4'25'1' WIDE FRENCH DRAIN4" CORRUGATEDSLOTTED PIPE AT TOEOF SLOPE90°JOINTT-JOINTXXXXXXXXXXXXXXXXXXXXXX6'10'24'1'
1'3131GLER AND SLER LIMIT31ROLL BACK SACRIFICIALGEOMEMBRANE4'X8' 1/2" PLYWOODEXISTING GRADESLOPE UP TOELEVATION2'3'(BOTH SIDES)GEOMEMBRANECOMPACTED CLAYLINER 2' MIN.EXCAVATION GRADEPROTECTIVE COVERDOUBLE SIDEDGEOCOMPOSITE60 MIL TEXTUREDD4SECTIONNOT TO SCALE5'RELATIVE ELEVATION8.0 FT.RELATIVE ELEVATION2.0 FT.= 565.0RELATIVE ELEVATION0.0 FT.CONTROL
POINT
CONTROL POINTC1UNDERDRAIN DETAILSCALE: 1" = 4'XXXXXXXPROTECTIVE COVERDOUBLE SIDEDGEOCOMPOSITE60 MIL TEXTURED(BOTH SIDES)GEOMEMBRANECOMPACTED CLAYLINER 2' MIN.XXXXXXXX2'2'XXXXXXXXXXXXXXX2' MIN.1'4" CORRUGATEDSLOTTED PIPEGRAVELUNDERDRAIN, SPACED@ 300' (SEE PLAN)DOUBLE SIDEDGEOCOMPOSITESTRIP DRAINSPEAFILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-502-2503-20.dwg LAYOUT NAME: C-502 PRINTED: Monday, November 09, 2020 - 2:47pm USER: gmolinar
Parkhill.comPROJECT NO.CLIENT#DATEDESCRIPTION1234512345DCBACELL 4 EXCAVATION AND
LINER CONSTRUCTIONCITY OF DENTONMSW LANDFILL1527 SOUTH MAYHILL ROADDENTON, TEXAS762082503.20PROFESSIONAL ENGI
N
EERLICENSED
S
TATE OF TEXASSONIA SAMIR129340PARKHILL
S
MI
TH & COOPER,INC. F-56011/09/20200111/09/2020ISSUED FOR BIDSMISCELLANEOUSDETAILS IC-502NOTE:UNDERDRAIN PIPE AND FITTINGS SHALL BE4-INCH I.D. ADS SINGLE WALL HIGHWAY PIPEWITH STANDARD SOIL TIGHT CONNECTIONSAND STANDARD SLOT PERFORATIONS MEETINGAASHTO M252, TYPE C OR CP, ORPRE-APPROVED EQUIVALENT.
LINER.
DO NOT PENETRATE*
*
TOTAL OF TWENTY-THREE (23) REQUIRED
SHEET C-008.
INSTALL AT LOCATIONS SHOWN ON
NOTE:
VINYL NON-REFLECTIVE DECAL SHEETING D-9-8320
(FOR RED SERIES SIGNS ON THIS SHEET) D-9-8300
PLYWOOD SIGN BLANKS D-9-7100
(FOR BLACK AND WHITE SIGNS ON THIS SHEET) D-9-8300
12"
4"
GRADE
FINISH
NUT AND LOCKWASHER
HEX HEAD - INTEGRAL FLANGE BOLT
PLAN
TYPICAL END VIEW
TRAFFIC
OF
DIRECTION
POST
SIGN
SIGN
& FACE
1.0"
CENTERS
HOLES ON 1.0"
.4375" DIAMETER
POST TO HAVE
3/8" - 16 UNC.
SECTION
REFLECTIVE SHEETING, TYPE C (HIGH SPECIFIC INTENSITY)
REFLECTIVE SHEETING, TYPE A (ENGINEER GRADE)
MATERIALS AND TESTS DIVISION SPECIFICATIONS
SPECIFICATION REFERENCE TABLE
3.0"
B2 TYPICAL LANDFILL MARKER DETAILS
NO SCALE
ON THIS PROJECT.
24"
10'-0"
COLORED
MARKER
1.0"
2.0"
2.0"
SIGN & BASE POST
HOLES ON 1" CENTERS
WITH PRE-PUNCHED
14 GA. STEEL POST
2"x2"x12' GALVANIZED
(TAPCO SIGN POST 35ZP22)
MARKER
COLORED
FILE NAME: A:\2020\2503.20\03_DSGN\01_DWG\050_CIVIL\C-503-2503-20.dwg LAYOUT NAME: C-503 PRINTED: Monday, November 09, 2020 - 2:52pm USER: gmolinarParkhill.com
PROJECT NO.
CLIENT
#DATE DESCRIPTION
1 2 3 4 5
1 2 3 4 5
D
C
B
A CELL 4 EXCAVATION ANDLINER CONSTRUCTIONCITY OF DENTON
MSW LANDFILL
1527 SOUTH MAYHILL ROAD
DENTON, TEXAS
76208
2503.20 PROF
E
SSIONA L E N G IN EERL
IC E N S E DS T A T E OF TEXA
S
SONIA SAMIR
129340PARKHILL S M IT H & COOPER,I
NC
.
F-56011/09/2020
01 11/09/2020 ISSUED FOR BIDS
MISCELLANEOUS
DETAILS II
C-503
SCHEDULE OF MARKERS
TYPE
GLER/SLER
GRID
SYMBOL COLOR
RED
WHITE