project location - bryan, texas...2018/04/17 · san antonio 2018-03-14 c1.0 site plan c2.0 demo...
TRANSCRIPT
CIVIL ENGINEERING PLANS FOR
PREPARED BY:
LOCATION MAP
NTS
N
OWNER: BRYAN INDEPENDENT SCHOOL DISTRICT
CONTACT: JEFF WINDSOR
ADDRESS: 101 N. TEXAS AVE BRYAN, TEXAS 77803
TELEPHONE: (979) 209-7062
EMAIL: [email protected]
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3251 AUSTINS COLONY PKWY,
BRYAN, TEXAS 77808
JAMES EARL RUDDER SCHOOL
SOUTH PARKING EXPANSION
CIVIL ENGINEERING PLANS FOR
PREPARED BY:
LOCATION MAP
NTS
N
----
GESSNER ENGINEERING
Suite 102
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLS F-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
20
18
-0
3-1
4
C1.0 SITE PLAN
C2.0 DEMO PLAN
C3.0 PAVING PLAN
C4.0 GRADING PLAN
C5.0 DRAINAGE AREA MAPS
C6.0 EROSION CONTROL PLAN
C7.0 CIVIL DETAILS
DESCRIPTIONDRAWING NO.
INDEX OF DRAWINGS
DESCRIPTIONDRAWING NO.
PROJECT
LOCATION
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THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF:
DESIGN DEVELOPMENT
UNDER THE AUTHORITY OF:
KYLE HARVEY, P.E.
125954
Date: 03/14/2018
IT IS NOT TO BE USED FOR BIDDING,
PERMIT, OR CONSTRUCTION
PURPOSES.
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10' BTU
ELECTICAL
EASEMENT VOL.
8751, PAGE 270
15
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. 8
75
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BM
34
PROPOSED ASPHALT
PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING LIGHT POST, TYP
EXISTING PAVEMENT MARKINGS, TYP
PROPOSED PAVEMENT MARKINGS, TYP
EXISTING GRATE INLET
EXISTING SANITARY
SEWER MANHOLE
PROPOSED CONCRETE
CURB
EXISTING CONCRETE CURB, TYP
3
2
0
317
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31
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19
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2
1
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2
2
32
3
32
4
PROPOSED
DEBRIS/CONCRETE
TRUCK WASHOUT AREA
EXISTING OBSERVATION TOWER
TC 322.78
TC 320.94
TC 319.07
TC 316.49
TC 323.87
ME 324.91
ME 325.02
TC 316.86
ME 316.01
9.0'
20
.0
'
26
.0
'
26
.0
'
26
.0
'
R
4
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0
'
R
5
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0
'
R
5
.
0
'
R
5
.0
'
PROPOSED TREE, TYP
DISTURBED AREA = 0.34 ACRES
PROPOSED TREE, TYP
PROPOSED
TREE
20
.0
'
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EXISTING WATER MAINW
LEGEND
EXISTING OVERHEAD ELECTRIC
BUILDING SETBACK LINE
PROPOSED PAVEMENT STRIPING
ADJACENT PROPERTY LINE
EASEMENT
EXISTING PAVEMENT EDGE
OE OE
PROPOSED LANDSCAPED AREA
EXISTING BUILDING
EXISTING HANDICAP PARKING
EXISTING TREE TO REMAIN
PROPOSED ASPHALT PAVEMENT
PROPERTY LINE
EXISTING TELECOMMUNICATION LINET
LEGAL DESCRIPTION:
BRYAN INDEPENDENT SCHOOL DISTRICT
BLOCK 1, LOT 1, ACRES 96.702
ZONING:
A-O
OWNER:
BRYAN I.S.D.
101 NORTH TEXAS AVENUE
BRYAN, TX 77803
TELEPHONE: 979-209-7062
CONTACT: JEFF WINDSOR
EMAIL: [email protected]
EXISTING STORM DRAINST
EXISTING UNDERGROUND ELECTRIC
EXISTING GAS
UE
G
EXISTING SANITARY SEWERSS
EXISTING LIGHT POST
SITE PLAN NOTES:
1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD
CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES
2. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS.
3. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION.
THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS-BUILT CONDITIONS.
4. REFER TO ARCHITECTURAL PLANS FOR COMPLETE BUILDING DIMENSIONS.
5. REF. ARCHITECTURAL PLANS FOR PROPOSED SITE SIGNAGE AS APPLICABLE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND
SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE.
7. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL
CLEAN AND REMOVE ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS FROM THE
PROJECT SITE.
8. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE-GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE
PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT.
9. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE OWNER TO NOT OBSTRUCT DRIVES, ACCESS, OR
OTHER OPERATIONAL REQUIREMENTS.
10. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION, SHALL BE RETURNED TO
PRE-CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE.
11. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING
CONSTRUCTION.
12. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN
THE PLANS.
13. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE
PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE
2394.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES
DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE
CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND
CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE.
15. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING
CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC LINES.
16. THE CONTRACTOR ACKNOWLEDGES THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN ON
THE PLANS IS BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, CITY MAPS AND, WHEN POSSIBLE, FIELD
MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE.
17. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO EXCAVATION, AND
SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS.
18. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394.
19. ALL WATER LINES TO BE CL 305 DR 14 PVC, MEETING AWWA C-900 OR C-909 STANDARDS.
20. ALL SANITARY SEWER LINES TO BE SDR-26 PVC.
21. SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION
AND CROSSINGS, AND IN ACCORDANCE WITH THE 2012 INTERNATIONAL PLUMBING CODE.
22. ALL METERS TO BE LOCATED WITHIN THE P.U.E.
GESSNER ENGINEERING
Suite 102
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLS F-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
Issue Date: 03/14/2018
Drawn By: JBM
Checked By: KH
Project Number: 18-0109
Revisions:
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,
BMPROJECT BENCHMARK:
BENCHMARK DESCRIPTION TPT 60D NAIL
ELEVATION = 327.11'
N
0
SCALE: 1"= 20'
20 40 60
CAUTION: CONTACT THE TEXAS EXCAVATION
SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377
TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT GESSNER
ENGINEERING IF CONFLICTS OCCUR.
20
18
-0
3-1
4
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF:
DESIGN DEVELOPMENT
UNDER THE AUTHORITY OF:
KYLE HARVEY, P.E.
125954
Date: 03/14/2018
IT IS NOT TO BE USED FOR BIDDING,
PERMIT, OR CONSTRUCTION
PURPOSES.
LP
C1.0
SITE PLAN
PROPOSED PARKING SPACE COUNT
LANDSCAPE ANALYSIS
REQUIREMENTS:
PARKING & PAVEMENT EXPANSION: 14,810 S.F. @ 8% = 1,185 S.F.
REMOVAL OF 0 CANOPY TREES < 5" DIAMETER = 0 S.F.
TOTAL = 1,185 S.F.
PROVIDED:
CANOPY TREES = 6 @ 225 S.F. = 1,350 S.F.
LOCATION MAP
NTS
N
LOCATION MAP
NTS
N
EXISTING ASPHALT PAVEMENT
PROJECT
LOCATION
PROPOSED TREE
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10' BTU
ELECTICAL
EASEMENT VOL.
8751, PAGE 270
1
5
' P
.U
.E
.
V
O
L
. 8
75
1,
P
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E
2
70
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BM
REMOVE 36 LF CONCRETE CURB
REMOVE 34 LF CONCRETE CURB
EXISTING STORM DRAIN TO REMAIN
EXISTING INLET TO REMAIN
REMOVE 307 LF CONCRETE CURB
EXISTING OBSERVATION
TOWER TO REMAIN
EXISTING TREE TO
REMAIN, TYP.
EXISTING ASPHALT
PAVEMENT TO REMAIN
EXISTING SEWER MAIN
TO REMAIN
EXISTING SEWER
MANHOLE TO REMAIN
EXISTING WATER MAINW
LEGEND
EXISTING OVERHEAD ELECTRIC
BUILDING SETBACK LINE
PROPOSED PAVEMENT STRIPING
ADJACENT PROPERTY LINE
EASEMENT
EXISTING PAVEMENT EDGE
OE OE
EXISTING BUILDING
EXISTING HANDICAP PARKING
EXISTING TREE TO REMAIN
PROPERTY LINE
EXISTING TELECOMMUNICATION LINET
EXISTING STORM DRAINST
EXISTING UNDERGROUND ELECTRIC
EXISTING GAS
UE
G
EXISTING SANITARY SEWER
EXISTING LIGHT POST
GESSNER ENGINEERING
Suite 102
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLS F-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
Issue Date: 03/14/2018
Drawn By: JBM
Checked By: KH
Project Number: 18-0109
Revisions:
RU
DD
ER
H
IG
H S
CH
OO
L S
OU
TH
PA
RK
IN
G L
OT
E
XP
AN
SIO
N
32
51
A
US
TIN
'S
C
OL
ON
Y P
AR
KW
AY
BR
YA
N, T
X. 7
78
08
,
,
,
,
,
,
, ,
,
,
,
,
,
,
,
BMPROJECT BENCHMARK:
BENCHMARK DESCRIPTION TPT 60D NAIL
ELEVATION = 327.11'
N
0
SCALE: 1"= 20'
20 40 60
CAUTION: CONTACT THE TEXAS EXCAVATION
SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377
TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT GESSNER
ENGINEERING IF CONFLICTS OCCUR.
20
18
-0
3-1
4
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF:
DESIGN DEVELOPMENT
UNDER THE AUTHORITY OF:
KYLE HARVEY, P.E.
125954
Date: 03/14/2018
IT IS NOT TO BE USED FOR BIDDING,
PERMIT, OR CONSTRUCTION
PURPOSES.
C2.0
DEMO PLAN
ST
ST
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
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LP
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UE
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UE
UE
UE
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co
S
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co
S
S
10' BTU
ELECTICAL
EASEMENT VOL.
8751, PAGE 270
1
5
' P
.U
.E
.
V
O
L
. 8
75
1,
P
A
G
E
2
70
E
X
IS
T
IN
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B
R
Y
A
N
IN
D
E
P
E
N
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E
N
T
S
C
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O
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BM
PROPOSED 1,645 SY 1.5"
ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING GRATE INLET
PROPOSED 353 LF CONCRETE CURB
EXISTING CONCRETE CURB, TYP
EXISTING OBSERVATION TOWER
MATCH EXISTING
PAVEMENT ELEVATION
MATCH EXISTING
PAVEMENT ELEVATION
PROPOSED 382 LF CONCRETE CURB,
306 LF OF WHICH BACK TO BACK
WITH EXISTING CONCRETE CURB
GESSNER ENGINEERING
Suite 102
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLS F-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
Issue Date: 03/14/2018
Drawn By: JBM
Checked By: KH
Project Number: 18-0109
Revisions:
RU
DD
ER
H
IG
H S
CH
OO
L S
OU
TH
PA
RK
IN
G L
OT
E
XP
AN
SIO
N
32
51
A
US
TIN
'S
C
OL
ON
Y P
AR
KW
AY
BR
YA
N, T
X. 7
78
08
,
,
,
,
,
,
, ,
,
,
,
,
,
,
,
BMPROJECT BENCHMARK:
BENCHMARK DESCRIPTION TPT 60D NAIL
ELEVATION = 327.11'
N
0
SCALE: 1"= 20'
20 40 60
CAUTION: CONTACT THE TEXAS EXCAVATION
SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377
TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT GESSNER
ENGINEERING IF CONFLICTS OCCUR.
20
18
-0
3-1
4
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF:
DESIGN DEVELOPMENT
UNDER THE AUTHORITY OF:
KYLE HARVEY, P.E.
125954
Date: 03/14/2018
IT IS NOT TO BE USED FOR BIDDING,
PERMIT, OR CONSTRUCTION
PURPOSES.
EXISTING WATER MAINW
LEGEND
EXISTING OVERHEAD ELECTRIC
BUILDING SETBACK LINE
PROPOSED PAVEMENT STRIPING
ADJACENT PROPERTY LINE
EASEMENT
EXISTING PAVEMENT EDGE
OE OE
PROPOSED LANDSCAPED AREA
EXISTING BUILDING
EXISTING HANDICAP PARKING
EXISTING TREE TO REMAIN
PROPOSED PAVEMENT
PROPERTY LINE
EXISTING TELECOMMUNICATION LINET
EXISTING STORM DRAINST
EXISTING UNDERGROUND ELECTRIC
EXISTING GAS
UE
G
EXISTING SANITARY SEWER
EXISTING LIGHT POST
C3.0
PAVING PLAN
ST
ST
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
o
o
o
o
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o
o
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LP
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U
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UE
UE
UE
UE
UE
UE
UE
UE
co
S
S
co
S
S
10' BTU
ELECTICAL
EASEMENT VOL.
8751, PAGE 270
1
5
' P
.U
.E
.
V
O
L
. 8
75
1,
P
A
G
E
2
70
E
X
IS
T
IN
G
B
R
Y
A
N
IN
D
E
P
E
N
D
E
N
T
S
C
H
O
O
L
BM
TC 323.81
ME TC 323.77
ME TC 317.19
TC 316.86
ME TC 315.59
ME TC 324.51
ME TP 320.79
ME TP 318.83
TC 320.62
TC 318.56
ME TC 324.72
TC 315.92
TC 322.79
32
0
3
1
6
31
7
31
8
3
19
3
2
1
3
2
2
3
2
3
32
4
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
EXISTING GRATE INLET
PROPOSED CONCRETE CURB
EXISTING CONCRETE CURB, TYP
EXISTING OBSERVATION TOWER
3
2
0
31
6
3
1
7
3
1
8
3
1
9
3
2
1
3
2
23
2
3
3
2
4
INSTALL 3' SHOULDER,, SLOPE
3:1 MAX TO EX. GRADE, TYP.
PROPOSED CONCRETE CURB, BACK
TO BACK WITH EXISTING CURB
MATCH EXISTING
PAVEMENT ELEVATION
MATCH EXISTING
PAVEMENT ELEVATION
ME TC 316.61
GESSNER ENGINEERING
Suite 102
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLS F-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
Issue Date: 03/14/2018
Drawn By: JBM
Checked By: KH
Project Number: 18-0109
Revisions:
RU
DD
ER
H
IG
H S
CH
OO
L S
OU
TH
PA
RK
IN
G L
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XP
AN
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N
32
51
A
US
TIN
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ON
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YA
N, T
X. 7
78
08
,
,
,
,
,
,
, ,
,
,
,
,
,
,
,
BMPROJECT BENCHMARK:
BENCHMARK DESCRIPTION TPT 60D NAIL
ELEVATION = 327.11'
N
0
SCALE: 1"= 20'
20 40 60
CAUTION: CONTACT THE TEXAS EXCAVATION
SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377
TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT GESSNER
ENGINEERING IF CONFLICTS OCCUR.
20
18
-0
3-1
4
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF:
DESIGN DEVELOPMENT
UNDER THE AUTHORITY OF:
KYLE HARVEY, P.E.
125954
Date: 03/14/2018
IT IS NOT TO BE USED FOR BIDDING,
PERMIT, OR CONSTRUCTION
PURPOSES.
EXISTING WATER MAINW
LEGEND
EXISTING OVERHEAD ELECTRIC
BUILDING SETBACK LINE
PROPOSED PAVEMENT STRIPING
ADJACENT PROPERTY LINE
EASEMENT
EXISTING PAVEMENT EDGE
OE OE
PROPOSED LANDSCAPED AREA
EXISTING BUILDING
EXISTING HANDICAP PARKING
EXISTING TREE TO REMAIN
PROPOSED CONCRETE PAVEMENT
PROPERTY LINE
EXISTING TELECOMMUNICATION LINET
EXISTING STORM DRAINST
EXISTING UNDERGROUND ELECTRIC
EXISTING GAS
UE
G
EXISTING SANITARY SEWER
EXISTING LIGHT POST
C4.0
GRADING PLAN
2
9
8
30
0
3
0
63
0
8
3
1
0
3
1
2
304
310
310
3
0
4
3
1
0
3
1
2
3
1
4
318
3
2
0
32
0
3
2
0
3
2
2
32
4
3
2
6
324
322
32
0
32
8
3
28
3
2
6
3
3
8
3
3
6
3
3
2
3
3
0
32
8
3
2
6
324
32
2
32
0
3
1
6
32
2
324
3
2
6
3
2
0
314
31
63
18
3
2
8
3
2
6
3
2
4
32
4
3
2
4
31
6
3
1
4
3
2
0
3
2
4
3
2
2
3
2
4
3
2
6
3
3
8
3
3
6
3
3
4
3
3
4
3
3
2
3
3
0
3
2
8
3
2
6
32
4
32
4
322
320
3
1
8
324
32
2
3
1
6
3
1
8
3
1
2
3
1
4
3
1
2
312
30
6
PROPOSED PARKING ADDITION
2
9
8
30
0
3
0
63
0
8
3
1
0
3
1
2
304
310
310
3
0
4
3
1
0
3
1
2
3
1
4
318
3
2
0
32
0
3
2
0
3
2
2
32
4
3
2
6
324
322
32
0
32
8
3
28
3
2
6
3
3
8
3
3
6
3
3
2
3
3
0
32
8
3
2
6
324
32
2
32
0
3
1
6
32
2
324
3
2
6
3
2
0
314
31
63
18
3
2
8
3
2
6
3
2
4
32
4
3
2
4
31
6
3
1
4
3
2
0
3
2
4
3
2
2
3
2
4
3
2
6
3
3
8
3
3
6
3
3
4
3
3
4
3
3
2
3
3
0
3
2
8
3
2
6
32
4
32
4
322
320
3
1
8
324
32
2
3
1
6
3
1
8
3
1
2
3
1
4
3
1
2
312
30
6
PROPOSED PARKING ADDITION
PROPOSED DRAINAGE AREA MAP
A1
A3
A2
DRAINAGE AREA MAP NOTES:
1) THIS SHEET IS FOR SITE PLANNING PURPOSES ONLY. IT IS NOT
TO BE USED AS A DOCUMENT FOR CONSTRUCTION.
2) DRAINAGE CALCULATIONS WERE PREFORMED UTILIZING THE
NRCS METHOD.
EXISTING IMPERVIOUS
PROPOSED IMPERVIOUS
DRAINAGE AREA BOUNDARY
DRAINAGE AREA LABEL AND FLOW
DIRECTION
PROPERTY LINE
EXISTING CONTOURS
PROPOSED CONTOURS
A1
340
341
LEGEND
0
SCALE: 1"= 200'
200 400 600
N
GESSNER ENGINEERING
Suite 102
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLS F-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
Issue Date: 03/14/2018
Drawn By: JBM
Checked By: KH
Project Number: 18-0109
Revisions:
RU
DD
ER
H
IG
H S
CH
OO
L S
OU
TH
PA
RK
IN
G L
OT
E
XP
AN
SIO
N
32
51
A
US
TIN
'S
C
OL
ON
Y P
AR
KW
AY
BR
YA
N, T
X. 7
78
08
,
,
,
,
,
,
, ,
,
,
,
,
,
,
,
BMPROJECT BENCHMARK:
BENCHMARK DESCRIPTION TPT 60D NAIL
ELEVATION = 327.11'
CAUTION: CONTACT THE TEXAS EXCAVATION
SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377
TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT GESSNER
ENGINEERING IF CONFLICTS OCCUR.
20
18
-0
3-1
4
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF:
DESIGN DEVELOPMENT
UNDER THE AUTHORITY OF:
KYLE HARVEY, P.E.
125954
Date: 03/14/2018
IT IS NOT TO BE USED FOR BIDDING,
PERMIT, OR CONSTRUCTION
PURPOSES.
EXISTING DRAINAGE AREA MAP
A1
A3
A2
C5.0
DRAINAGE
AREA MAPS
ST
ST
W
W
W
W
W
W
W
W
o
ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo
o
o
o
o
o
o
o
LP
LP
E
S
S
S
S
V
O
L
. 8
75
1,
P
A
G
E
2
70
32
0
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE CURB
EXISTING CONCRETE CURB, TYP
EXISTING OBSERVATION TOWER
3
2
0
MATCH EXISTING
PAVEMENT ELEVATION
PROPOSED CONSTRUCTION
ENTRANCE
GESSNER ENGINEERING
Suite 102
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLS F-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
Issue Date: 03/14/2018
Drawn By: JBM
Checked By: KH
Project Number: 18-0109
Revisions:
RU
DD
ER
H
IG
H S
CH
OO
L S
OU
TH
PA
RK
IN
G L
OT
E
XP
AN
SIO
N
32
51
A
US
TIN
'S
C
OL
ON
Y P
AR
KW
AY
BR
YA
N, T
X. 7
78
08
,
,
,
,
,
,
, ,
,
,
,
,
,
,
,
BMPROJECT BENCHMARK:
BENCHMARK DESCRIPTION TPT 60D NAIL
ELEVATION = 327.11'
N
0
SCALE: 1"= 20'
20 40 60
CAUTION: CONTACT THE TEXAS EXCAVATION
SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377
TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT GESSNER
ENGINEERING IF CONFLICTS OCCUR.
20
18
-0
3-1
4
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF:
DESIGN DEVELOPMENT
UNDER THE AUTHORITY OF:
KYLE HARVEY, P.E.
125954
Date: 03/14/2018
IT IS NOT TO BE USED FOR BIDDING,
PERMIT, OR CONSTRUCTION
PURPOSES.
EXISTING WATER MAINW
LEGEND
EXISTING OVERHEAD ELECTRIC
BUILDING SETBACK LINE
PROPOSED PAVEMENT STRIPING
ADJACENT PROPERTY LINE
EASEMENT
EXISTING PAVEMENT EDGE
OE OE
PROPOSED LANDSCAPED AREA
EXISTING BUILDING
EXISTING HANDICAP PARKING
EXISTING TREE TO REMAIN
PROPOSED CONCRETE PAVEMENT
PROPERTY LINE
EXISTING TELECOMMUNICATION LINET
EXISTING STORM DRAINST
EXISTING UNDERGROUND ELECTRIC
EXISTING GAS
UE
G
EXISTING SANITARY SEWER
EXISTING LIGHT POST
C6.0
EROSION CONTROLPLAN
GESSNER ENGINEERING
Suite 102
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLS F-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
Issue Date: 03/14/2018
Drawn By: JBM
Checked By: KH
Project Number: 18-0109
Revisions:
RU
DD
ER
H
IG
H S
CH
OO
L S
OU
TH
PA
RK
IN
G L
OT
E
XP
AN
SIO
N
32
51
A
US
TIN
'S
C
OL
ON
Y P
AR
KW
AY
BR
YA
N, T
X. 7
78
08
,
,
,
,
,
,
, ,
,
,
,
,
,
,
,
CAUTION: CONTACT THE TEXAS EXCAVATION
SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377
TO LOCATE EXISTING UTILITIES PRIOR TO
CONSTRUCTION. CONTACT GESSNER
ENGINEERING IF CONFLICTS OCCUR.
20
18
-0
3-1
4
THIS DOCUMENT IS RELEASED FOR
THE PURPOSE OF:
DESIGN DEVELOPMENT
UNDER THE AUTHORITY OF:
KYLE HARVEY, P.E.
125954
Date: 03/14/2018
IT IS NOT TO BE USED FOR BIDDING,
PERMIT, OR CONSTRUCTION
PURPOSES.
1
1
2
" TYPE 'D' HMAC
STABILIZE SUBGRADE PER GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS
COMPACTED LIMESTONE FLEX
BASE MATERIAL
1 1/2" HMAC
PAVEMENT
NTS
C7.0
CIVIL DETAILS