S
F
INSTALL TREEPROTECTION (TYP.)
890
890
895
895
895
900
900
900
900
900900
905
905905
905
905
910
910
910
915
920
891
892892
892
892
893
893
894
894
894
896
896
896
897
897
897
898
898
898
898
898
899
899
899
899
899
901
901
901
901
901
901
902
902902
902
902
902
903
903
903
903
903
904
904
904
904
904
904
906
906
906 906
907
907
907
908
908
909
909
909
911
911
912
912
913
913
914
918
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+0
0
11+0
0
12+0
0
13+0
0
14+0
0
15+0
0
16+0
0
17+0
0
18+0
0
19+0
0
20+0
0
21+0
0
22+0
0
23+0
024+0
025+0
026+0
027+0
0
INSTALL SILTFENCE (TYP.)
LIMITS OF CONSTRUCTION
SOMERSET HILLS LTDR502841
C.R.
245
TREE TO BEREMOVED
X
X
X
INSTALLCONSTRUCTION
ENTRANCE (TYP.)
####
####
X
X
X
SF
RB RB
LEGEND= REMOVE TREE
= PRESERVED/PROTECTED TREE
ADD FENCE/PLANK PROTECTION
PER DETAILS
= SILT FENCE
=ROCK BERM
=LIMITS OF CONSTRUCTION
NOTES:
1. Topography based upon United Aerial Mapping, dated April 1,
1994 and supplemental ground survey by Texas Land Surveying,
Inc., dated April 2019.
2. All proposed development of this site conforms to the City of
Georgetown's subdivision regulations and/or the development
agreement.
3. Limits of construction line has been offset for clarity.
4. All temporary erosion and sedimentation controls shall be
inspected every 7 days and following every rainfall event.
5. Contractor shall maintain all temporary erosion and sediment
controls in accordance with local, state and federal regulations.
6. Contractor shall place rock filter dams at the locations where
concentrated flow enters and exits the limits of construction.
7. Contractor shall place construction entrance at the location
determined by the owner in the field.
8. Curb inlet protection is required at inlets installed with this
project. Protection to remain in place until the project is accepted.
9. See Erosion and Sedimentation Control Detail sheet for pond
dewatering notes and details.
TREE PROTECTION NOTES:
1. Existing trees to remain shall be flagged by contractor prior to
beginning any work on site.
2. Contractor shall place a minimum 4' height protective fencing 5'
outside the edge of canopy of all trees to remain and as shown
on the tree protection and removal plans.
3. All understory trees, undergrowth, shrubs, cacti and native
grasses shall remain in areas protected by tree protection fence
unless noted otherwise on the landscape plans.
4. Contractor shall maintain flagging and protective fencing around
existing trees to remain at least until substantial completion.
5. Contractor shall ensure that no dumping of backfill, soil
excavation, staking or storage of materials or dumping of any
kind shall occur within the fenced area of the trees to remain.
6. Contractor shall ensure that no parking of any type of vehicle,
equipment or construction trailer shall occur within the fenced
area of trees to remain.
7. Contractor shall ensure that no driving of vehicles shall occur
within the fenced area of trees to remain.
8. Contractor shall ensure that no grade changes shall occur within
the canopy of the existing trees to remain.
9. Contractor shall keep fenced areas of trees to remain free of
trash, debris or excessive runoff.
10. No trenching for utilities or irrigation shall occur within the dripline
(canopy) of existing trees to remain.
11. For irrigation, any lateral line or mainline trenches which
encroach in the dripline of existing trees shall be hand dug.
12. For utilities, any lines which cannot be altered to fall outside the
canopy of existing trees shall be installed by boring a minimum of
24" below grade.
EROSION & SEDIMENTATION CONTROL PLAN
STA 0+00 TO 26+00
CHECKED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
DATE
DATE
DATE
DATE
sheets
Xref DWG FILE.
Sheet Number:
Drawing Path:
of
SCALE:
Project Number:
Project Name:
Project Path:
22223
AS NOTED
ADDRESS
METRO
SERVICES
1978 S. AUSTIN AVENUE
512.930.9412
GEORGETOWN, TX 78626
WEB
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
PARMER RANCH OFF-SITE
WASTEWATER INTERCEPTOR
City of Georgetown
Williamson County, Texas
TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
P\22000-22999\22223
Parmer Ranch WW Interceptor
Drawings\Plans
NO. DATEREVISION BY
WARNING!
There are existing water pipelines, underground telephone
cables and other above and below ground utilities in the
vicinity of this project. The contractor shall contact all
appropriate utility companies prior to any construction in the
area and determine if any conflicts exist. If so, the
Contractor shall immediately contact the Engineer, who
shall revise the design as necessary.
SHD 2019-01-02
SHD 2019-01-02
23
BEM 2019-06-12
CRS 2019-06-13
04
Feet
0 100 200
1 ADDED CONSTRUCTION ENTRANCE BEM 6/26/20
1
905
910
910
910
910
910
910
910
915
915
915
915
915
915
915
920
920
920
920921
920
920
920
920
925
930
930
904
906
906
907
908
908
909
911
911
911
911
911
912
912
912
912
912
912
913
913
913
912913914
913
913
914
914914
914914
914
914
914
916
916
916
916
916
916
916
917
917
917
917
917
917
918
918
918
918
918
918
918
918
919919
919
919
919
919
919
921
921
921
921
921
922
922
922
922
922
922
922
923
923
923
923
923
924
924
924
924
926
926
926
927
927
928929
931
932
933
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
26+0
027+0
0
28+0
0
29+0
0
30+0
0
31+0
0
32+0
033+0
034+0
035+0
036+0
037+0
038+0
039+0
040+0
041+0
042+0
043+0
044+0
045+0
046+0
047+0
0
48+0
0
49+0
0
50+0
0
51+0
0
52+0
0
53+0
0
X
X
X
INSTALL SILTFENCE (TYP.)
INSTALL TREEPROTECTION (TYP.)
LIMITS OF CONSTRUCTION
SOLOMON TECHNOLOGIES LTDR319000
FM 2338
X
X
X
X
REMOVE TREE(TYP.)
INSTALLCONSTRUCTION
ENTERANCE (TYP.)
####
####
X
X
X
SF
RB RB
LEGEND= REMOVE TREE
= PRESERVED/PROTECTED TREE
ADD FENCE/PLANK PROTECTION
PER DETAILS
= SILT FENCE
=ROCK BERM
=LIMITS OF CONSTRUCTION
TREE PROTECTION NOTES:
1. Existing trees to remain shall be flagged by contractor prior to
beginning any work on site.
2. Contractor shall place a minimum 4' height protective fencing 5'
outside the edge of canopy of all trees to remain and as shown
on the tree protection and removal plans.
3. All understory trees, undergrowth, shrubs, cacti and native
grasses shall remain in areas protected by tree protection fence
unless noted otherwise on the landscape plans.
4. Contractor shall maintain flagging and protective fencing around
existing trees to remain at least until substantial completion.
5. Contractor shall ensure that no dumping of backfill, soil
excavation, staking or storage of materials or dumping of any
kind shall occur within the fenced area of the trees to remain.
6. Contractor shall ensure that no parking of any type of vehicle,
equipment or construction trailer shall occur within the fenced
area of trees to remain.
7. Contractor shall ensure that no driving of vehicles shall occur
within the fenced area of trees to remain.
8. Contractor shall ensure that no grade changes shall occur within
the canopy of the existing trees to remain.
9. Contractor shall keep fenced areas of trees to remain free of
trash, debris or excessive runoff.
10. No trenching for utilities or irrigation shall occur within the dripline
(canopy) of existing trees to remain.
11. For irrigation, any lateral line or mainline trenches which
encroach in the dripline of existing trees shall be hand dug.
12. For utilities, any lines which cannot be altered to fall outside the
canopy of existing trees shall be installed by boring a minimum of
24" below grade.
EROSION & SEDIMENTATION CONTROL PLAN
STA 26+00 TO 52+00
CHECKED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
DATE
DATE
DATE
DATE
sheets
Xref DWG FILE.
Sheet Number:
Drawing Path:
of
SCALE:
Project Number:
Project Name:
Project Path:
22223
AS NOTED
ADDRESS
METRO
SERVICES
1978 S. AUSTIN AVENUE
512.930.9412
GEORGETOWN, TX 78626
WEB
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
PARMER RANCH OFF-SITE
WASTEWATER INTERCEPTOR
City of Georgetown
Williamson County, Texas
TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
P\22000-22999\22223
Parmer Ranch WW Interceptor
Drawings\Plans
NO. DATEREVISION BY
WARNING!
There are existing water pipelines, underground telephone
cables and other above and below ground utilities in the
vicinity of this project. The contractor shall contact all
appropriate utility companies prior to any construction in the
area and determine if any conflicts exist. If so, the
Contractor shall immediately contact the Engineer, who
shall revise the design as necessary.
SHD 2019-01-02
SHD 2019-01-02
23
BEM 2019-06-12
CRS 2019-06-13
05
Feet
0 600 1200
NOTES:
1. Topography based upon United Aerial Mapping, dated April 1,
1994 and supplemental ground survey by Texas Land Surveying,
Inc., dated April 2019.
2. All proposed development of this site conforms to the City of
Georgetown's subdivision regulations and/or the development
agreement.
3. Limits of construction line has been offset for clarity.
4. All temporary erosion and sedimentation controls shall be
inspected every 7 days and following every rainfall event.
5. Contractor shall maintain all temporary erosion and sediment
controls in accordance with local, state and federal regulations.
6. Contractor shall place rock filter dams at the locations where
concentrated flow enters and exits the limits of construction.
7. Contractor shall place construction entrance at the location
determined by the owner in the field.
8. Curb inlet protection is required at inlets installed with this
project. Protection to remain in place until the project is accepted.
9. See Erosion and Sedimentation Control Detail sheet for pond
dewatering notes and details.
1 ADD CONST ENTRANCE, REMOVE ROW SF BEM 6/26/20
1
52+0
0
53+0
0
54+0
0
55+0
0
56+0
0
57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+0065+0
0
66+0
0
67+0
0
68+0
0
69+0
0
70+0
0
71+0
0
72+0
0
73+0
0
74+0
0
75+0
0
76+0
0
77+0
0
78+0
0
79+0
0
80+0
081+0
082+0
0
920921
925
930
930
930929
935
935
935
940940
940
940
945
945
945
945
945
945
945 921922
923
923
924
924
926
926
926
927
927
928
928
928
929
929
929
931
931
931
932
932
932
932
933
933
933
934
934
935934936
934
936
936
936
936
937
937
937
938
938
938
938
939935940936937938939
939
941
941
941
941
941
942
942
942
942
942
942
943
943
943
943
943
944
944
944
94494
4
944
944
INSTALL SILTFENCE (TYP.)
LIMITS OF CONSTRUCTION
SOLOMON TECHNOLOGIES LTDR319000
FM 2338
PARMER RANCH PARTNERS LPR039200
MIKE D. NATIONSR395346
SF
SF
SF
S
F
S
F
S
F
S
F
SF
SF
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SFSF
SFSF
INSTALLCONSTRUCTIONENTRANCE (TYP.)
REPAIR AND REPLACEEXISTING GRAVELDRIVE - 736 SY
####
####
X
X
X
SF
RB RB
LEGEND= REMOVE TREE
= PRESERVED/PROTECTED TREE
ADD FENCE/PLANK PROTECTION
PER DETAILS
= SILT FENCE
=ROCK BERM
=LIMITS OF CONSTRUCTION
TREE PROTECTION NOTES:
1. Existing trees to remain shall be flagged by contractor prior to
beginning any work on site.
2. Contractor shall place a minimum 4' height protective fencing 5'
outside the edge of canopy of all trees to remain and as shown
on the tree protection and removal plans.
3. All understory trees, undergrowth, shrubs, cacti and native
grasses shall remain in areas protected by tree protection fence
unless noted otherwise on the landscape plans.
4. Contractor shall maintain flagging and protective fencing around
existing trees to remain at least until substantial completion.
5. Contractor shall ensure that no dumping of backfill, soil
excavation, staking or storage of materials or dumping of any
kind shall occur within the fenced area of the trees to remain.
6. Contractor shall ensure that no parking of any type of vehicle,
equipment or construction trailer shall occur within the fenced
area of trees to remain.
7. Contractor shall ensure that no driving of vehicles shall occur
within the fenced area of trees to remain.
8. Contractor shall ensure that no grade changes shall occur within
the canopy of the existing trees to remain.
9. Contractor shall keep fenced areas of trees to remain free of
trash, debris or excessive runoff.
10. No trenching for utilities or irrigation shall occur within the dripline
(canopy) of existing trees to remain.
11. For irrigation, any lateral line or mainline trenches which
encroach in the dripline of existing trees shall be hand dug.
12. For utilities, any lines which cannot be altered to fall outside the
canopy of existing trees shall be installed by boring a minimum of
24" below grade.
EROSION & SEDIMENTATION CONTROL PLAN
STA 52+00 TO 84+00
CHECKED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
DATE
DATE
DATE
DATE
sheets
Xref DWG FILE.
Sheet Number:
Drawing Path:
of
SCALE:
Project Number:
Project Name:
Project Path:
22223
AS NOTED
ADDRESS
METRO
SERVICES
1978 S. AUSTIN AVENUE
512.930.9412
GEORGETOWN, TX 78626
WEB
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
PARMER RANCH OFF-SITE
WASTEWATER INTERCEPTOR
City of Georgetown
Williamson County, Texas
TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
P\22000-22999\22223
Parmer Ranch WW Interceptor
Drawings\Plans
NO. DATEREVISION BY
WARNING!
There are existing water pipelines, underground telephone
cables and other above and below ground utilities in the
vicinity of this project. The contractor shall contact all
appropriate utility companies prior to any construction in the
area and determine if any conflicts exist. If so, the
Contractor shall immediately contact the Engineer, who
shall revise the design as necessary.
SHD 2019-01-02
SHD 2019-01-02
23
BEM 2019-06-12
CRS 2019-06-13
06
Feet
0 600 1200
NOTES:
1. Topography based upon United Aerial Mapping, dated April 1,
1994 and supplemental ground survey by Texas Land Surveying,
Inc., dated April 2019.
2. All proposed development of this site conforms to the City of
Georgetown's subdivision regulations and/or the development
agreement.
3. Limits of construction line has been offset for clarity.
4. All temporary erosion and sedimentation controls shall be
inspected every 7 days and following every rainfall event.
5. Contractor shall maintain all temporary erosion and sediment
controls in accordance with local, state and federal regulations.
6. Contractor shall place rock filter dams at the locations where
concentrated flow enters and exits the limits of construction.
7. Contractor shall place construction entrance at the location
determined by the owner in the field.
8. Curb inlet protection is required at inlets installed with this
project. Protection to remain in place until the project is accepted.
9. See Erosion and Sedimentation Control Detail sheet for pond
dewatering notes and details.
1 CONST ENT, UPDATE SF, NOTE DWY REPAIR BEM 6/26/20
1
82+0
083+0
084+0
085+0
0
86+0
0
87+0
0
88+0
0
89+0
0
90+00
91+00
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
101+00
102+00
103+00
104+00
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
INSTALL SILTFENCE (TYP.)
LIMITS OF CONSTRUCTION
PARMER RANCH PARTNERS LPR039200
F.M. 2338
INSTALLCONSTRUCTIONENTRANCE (TYP.)
####
####
X
X
X
SF
RB RB
LEGEND= REMOVE TREE
= PRESERVED/PROTECTED TREE
ADD FENCE/PLANK PROTECTION
PER DETAILS
= SILT FENCE
=ROCK BERM
=LIMITS OF CONSTRUCTION
TREE PROTECTION NOTES:
1. Existing trees to remain shall be flagged by contractor prior to
beginning any work on site.
2. Contractor shall place a minimum 4' height protective fencing 5'
outside the edge of canopy of all trees to remain and as shown
on the tree protection and removal plans.
3. All understory trees, undergrowth, shrubs, cacti and native
grasses shall remain in areas protected by tree protection fence
unless noted otherwise on the landscape plans.
4. Contractor shall maintain flagging and protective fencing around
existing trees to remain at least until substantial completion.
5. Contractor shall ensure that no dumping of backfill, soil
excavation, staking or storage of materials or dumping of any
kind shall occur within the fenced area of the trees to remain.
6. Contractor shall ensure that no parking of any type of vehicle,
equipment or construction trailer shall occur within the fenced
area of trees to remain.
7. Contractor shall ensure that no driving of vehicles shall occur
within the fenced area of trees to remain.
8. Contractor shall ensure that no grade changes shall occur within
the canopy of the existing trees to remain.
9. Contractor shall keep fenced areas of trees to remain free of
trash, debris or excessive runoff.
10. No trenching for utilities or irrigation shall occur within the dripline
(canopy) of existing trees to remain.
11. For irrigation, any lateral line or mainline trenches which
encroach in the dripline of existing trees shall be hand dug.
12. For utilities, any lines which cannot be altered to fall outside the
canopy of existing trees shall be installed by boring a minimum of
24" below grade.
EROSION & SEDIMENTATION CONTROL PLAN
STA 84+00 TO 104+00
CHECKED BY:
APPROVED BY:
DESIGNED BY:
DRAWN BY:
DATE
DATE
DATE
DATE
sheets
Xref DWG FILE.
Sheet Number:
Drawing Path:
of
SCALE:
Project Number:
Project Name:
Project Path:
22223
AS NOTED
ADDRESS
METRO
SERVICES
1978 S. AUSTIN AVENUE
512.930.9412
GEORGETOWN, TX 78626
WEB
STEGERBIZZELL.COM
>>ENGINEERS >>PLANNERS >>SURVEYORS
PARMER RANCH OFF-SITE
WASTEWATER INTERCEPTOR
City of Georgetown
Williamson County, Texas
TEXAS REGISTERED ENGINEERING FIRM F-181
TBPLS FIRM No.10003700
P\22000-22999\22223
Parmer Ranch WW Interceptor
Drawings\Plans
NO. DATEREVISION BY
WARNING!
There are existing water pipelines, underground telephone
cables and other above and below ground utilities in the
vicinity of this project. The contractor shall contact all
appropriate utility companies prior to any construction in the
area and determine if any conflicts exist. If so, the
Contractor shall immediately contact the Engineer, who
shall revise the design as necessary.
SHD 2019-01-02
SHD 2019-01-02
23
BEM 2019-06-12
CRS 2019-06-13
07
NOTES:
1. Topography based upon United Aerial Mapping, dated April 1,
1994 and supplemental ground survey by Texas Land Surveying,
Inc., dated April 2019.
2. All proposed development of this site conforms to the City of
Georgetown's subdivision regulations and/or the development
agreement.
3. Limits of construction line has been offset for clarity.
4. All temporary erosion and sedimentation controls shall be
inspected every 7 days and following every rainfall event.
5. Contractor shall maintain all temporary erosion and sediment
controls in accordance with local, state and federal regulations.
6. Contractor shall place rock filter dams at the locations where
concentrated flow enters and exits the limits of construction.
7. Contractor shall place construction entrance at the location
determined by the owner in the field.
8. Curb inlet protection is required at inlets installed with this
project. Protection to remain in place until the project is accepted.
9. See Erosion and Sedimentation Control Detail sheet for pond
dewatering notes and details.
Feet
0 100 200
1 ADDED CONSTRUCTION ENTRANCE BEM 6/26/20
1