PROJECT LOCATION - Bryan, Texas...2018/04/17 · SAN ANTONIO 2018-03-14 C1.0 SITE PLAN C2.0 DEMO...

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]

----

----

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

O

L

D

R

E

L

I

A

N

C

E

R

D

A

U

S

T

I

N

S

C

O

L

O

N

Y

P

K

W

Y

T

E

X

A

S

6

F

R

O

N

T

A

G

E

R

D

H

I

G

H

W

A

Y

6

E

M

A

R

T

IN

L

U

T

H

E

R

K

IN

G

J

R

S

T

E

S

T

A

T

E

H

W

Y

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.

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

G

G

G

G

G

G

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

o

o

o

o

ooooooooooooooooooooooooooooooooooooooooooooooooooooooooooooo

o

o

LP

LP

U

E

U

E

UE

UE

UE

UE

UE

UE

UE

UE

UE

co

S

S

co

S

S

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

10' BTU

ELECTICAL

EASEMENT VOL.

8751, PAGE 270

15

' 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

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

3

1

8

3

1

9

3

2

1

3

2

2

3

2

3

3

2

4

32

0

3

1

6

31

7

31

8

3

19

3

2

1

3

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

.

0

'

R

5

.

0

'

R

5

.

0

'

R

5

.0

'

PROPOSED TREE, TYP

DISTURBED AREA = 0.34 ACRES

PROPOSED TREE, TYP

PROPOSED

TREE

20

.0

'

ST

S

T

ST

G

ST

S

T

S

T

S

T

S

T

ST

ST

ST

ST

ST

SS

ST

G

ST

ST

S

T

S

T

ST

S

T

S

T

ST

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

c

o

c

o

c

o

c

o

c

o

c

o

SS

ST

SS

ST

SS

SS

F

D

C

X

X

X

S

T

B

M

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




TBPE F-7451, TBPLS F-10193910


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


THE PURPOSE OF:

DESIGN DEVELOPMENT


KYLE HARVEY, P.E.

125954

Date: 03/14/2018



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


PROJECT

LOCATION

PROPOSED TREE

AutoCAD SHX Text

BRYAN INDEPENDENT SCHOOL DISTRICT LOT 1, BLOCK 1 JAMES EARL RUDDER HIGH SCHOOL SUBDIVISION VOL. 8751, PAGE 270

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

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

o

o

o


o

o

o

o

o

o

o

LP

LP

U

E

U

E

U

E

UE

UE

UE

UE

UE

UE

UE

UE

UE

E

co

S

S

co

S

S

SS

SS

SS

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

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

REMOVE 36 LF CONCRETE CURB


EXISTING STORM DRAIN TO REMAIN

EXISTING INLET TO REMAIN


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


LEGEND





EASEMENT


OE OE

EXISTING BUILDING



PROPERTY LINE




EXISTING GAS

UE

G

EXISTING SANITARY SEWER

EXISTING LIGHT POST

GESSNER ENGINEERING

Suite 102

Corporate Office

2501 Ashford Drive




TBPE F-7451, TBPLS F-10193910


979.836.6855

817.405.0774

210.556.4124

BRENHAM

FORT WORTH

SAN ANTONIO


Drawn By: JBM

Checked By: KH


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

,

,

,

,

,

,

, ,

,

,

,

,

,

,

,



ELEVATION = 327.11'

N

0

SCALE: 1"= 20'

20 40 60






20

18

-0

3-1

4


THE PURPOSE OF:

DESIGN DEVELOPMENT


KYLE HARVEY, P.E.

125954

Date: 03/14/2018



PURPOSES.

C2.0

DEMO PLAN

AutoCAD SHX Text


AutoCAD SHX Text

LP

AutoCAD SHX Text

DEMOLITION NOTES: 1. AREAS BENEATH REMOVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL OR AREAS BENEATH REMOVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL OR WATER. THE AREA SHALL BE MANUALLY COMPACTED AND REPLACED WITH SIMILAR MATERIALS PRIOR TO NEW CONCRETE PLACEMENT. 2. CONTRACTOR TO PROTECT ALL EXISTING TREES TO REMAIN DURING DEMOLITION AND CONSTRUCTION CONTRACTOR TO PROTECT ALL EXISTING TREES TO REMAIN DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. 3. DEMO AND CAP EXISTING IRRIGATION LINES AS NEEDED.DEMO AND CAP EXISTING IRRIGATION LINES AS NEEDED.

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

o

o

o


o

o

o

o

o

o

o

LP

LP

U

E

U

E

U

E

UE

UE

UE

UE

UE

UE

UE

UE

UE

E

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

PROPOSED 1,645 SY 1.5"

ASPHALT PAVEMENT



PROPOSED 353 LF CONCRETE CURB



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




TBPE F-7451, TBPLS F-10193910


979.836.6855

817.405.0774

210.556.4124

BRENHAM

FORT WORTH

SAN ANTONIO


Drawn By: JBM

Checked By: KH


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

,

,

,

,

,

,

, ,

,

,

,

,

,

,

,



ELEVATION = 327.11'

N

0

SCALE: 1"= 20'

20 40 60






20

18

-0

3-1

4


THE PURPOSE OF:

DESIGN DEVELOPMENT


KYLE HARVEY, P.E.

125954

Date: 03/14/2018



PURPOSES.


LEGEND





EASEMENT


OE OE


EXISTING BUILDING



PROPOSED PAVEMENT

PROPERTY LINE




EXISTING GAS

UE

G


EXISTING LIGHT POST

C3.0

PAVING PLAN

AutoCAD SHX Text


AutoCAD SHX Text

LP

AutoCAD SHX Text

PAVEMENT NOTES: 1) SUBGRADE: SUBGRADE: A. EXISTING TREES, STUMPS, AND ROOTS SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE EXISTING TREES, STUMPS, AND ROOTS SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOPSOIL AND SUBGRADE STRIPPED FROM THE AREAS TO BE COVERED BY PROPOSED IMPROVEMENTS. B. PAVING AREAS SHALL BE PROOFROLLED WITH A 15 TON COMPACTOR AND, IF REQUIRED AT THE PAVING AREAS SHALL BE PROOFROLLED WITH A 15 TON COMPACTOR AND, IF REQUIRED AT THE TIME OF CONSTRUCTION , THE CONTRACTOR SHALL STABILIZE WEAK AREAS BY OVER EXCAVATING AND BACKFILLING. C. FILL MATERIAL SHALL BE PLACED IN 8" LOOSE LIFTS, MAXIMUM, WITH EACH LIFT AT A MOISTURE FILL MATERIAL SHALL BE PLACED IN 8" LOOSE LIFTS, MAXIMUM, WITH EACH LIFT AT A MOISTURE CONTENT OF +/- 2% OF OPTIMUM, AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698). D. COMPACTION TEST SHALL BE CONDUCTED FOR EVERY 4,000 SF OF FILL PLACED, WITH A MINIMUM COMPACTION TEST SHALL BE CONDUCTED FOR EVERY 4,000 SF OF FILL PLACED, WITH A MINIMUM OF ONE TEST PER LIFT. 2) CONCRETE PAVEMENT: CONCRETE PAVEMENT: A. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. B. ALL CONCRETE SHALL BE VIBRATED WHEN PLACED. ALL CONCRETE SHALL BE VIBRATED WHEN PLACED. C. PAVEMENT CONTRACTION JOINTS SHALL BE INSTALLED PER DETAIL SHEET C.900, WITH A MAXIMUM PAVEMENT CONTRACTION JOINTS SHALL BE INSTALLED PER DETAIL SHEET C.900, WITH A MAXIMUM C.900, WITH A MAXIMUM , WITH A MAXIMUM SPACING OF 8' FOR 4" SIDEWALKS, 14' FOR 7" PAVEMENT AND 10' FOR 5" PAVEMENT. CONTRACTION JOINTS SHALL BE INSTALLED BETWEEN 2 AND 6 HOURS OF CONCRETE PLACEMENT AS CONCRETE CURING ALLOWS. AN EARLY ENTRY SAW IS PREFERRED. D. PAVEMENT EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON THE PLANS AND INSTALLED PER PAVEMENT EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON THE PLANS AND INSTALLED PER DETAIL SHEET C.900. CONSTRUCTION SHALL BE STOPPED AT EXPANSION JOINTS. IF CONDITIONS C.900. CONSTRUCTION SHALL BE STOPPED AT EXPANSION JOINTS. IF CONDITIONS . CONSTRUCTION SHALL BE STOPPED AT EXPANSION JOINTS. IF CONDITIONS REQUIRE, CONSTRUCTION TO BE STOPPED AT OTHER LOCATIONS, A COLD JOINT SHALL BE CONSTRUCTED. E. ISOLATION JOINTS SHALL BE PLACED AT ALL IN-PAVEMENT OBJECTS INCLUDING INLETS, LIGHT POLE ISOLATION JOINTS SHALL BE PLACED AT ALL IN-PAVEMENT OBJECTS INCLUDING INLETS, LIGHT POLE FOOTINGS AND CLEANOUTS. F. ALL JOINTS SHALL BE SEALED PER DETAIL SHEET C.900. ALL JOINTS SHALL BE SEALED PER DETAIL SHEET C.900. C.900. . G. REFERENCE C.700 FOR PAVEMENT AND SIDEWALK CONSTRUCTION DETAILS. REFERENCE C.700 FOR PAVEMENT AND SIDEWALK CONSTRUCTION DETAILS. C.700 FOR PAVEMENT AND SIDEWALK CONSTRUCTION DETAILS. FOR PAVEMENT AND SIDEWALK CONSTRUCTION DETAILS. H. TRANSPORTATION AND PLACEMENT OF THE CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. A TRANSPORTATION AND PLACEMENT OF THE CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. A TEST SET CONSISTING OF 3 CYLINDERS SHALL BE TAKEN EVERY 75 CUBIC YARDS OF CONCRETE. 5) REINFORCING STEEL: A. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE PAVEMENT REINFORCEMENT SHALL BE ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE PAVEMENT REINFORCEMENT SHALL BE #4 BARS, 18" OCEW, AND THE SIDEWALK SHALL BE REINFORCED WITH #4 BARS, 16" OCEW OR #3 BARS, 12" OCEW. B. LAPS AND SPLICES IN REINFORCING BARS SHALL BE A MINIMUM OF 30 BAR DIAMETERS IN LENGTH. LAPS AND SPLICES IN REINFORCING BARS SHALL BE A MINIMUM OF 30 BAR DIAMETERS IN LENGTH. BARS SHALL BE SECURED AT EVERY OTHER INTERSECTION.

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

o

o

o


o

o

o

o

o

o

o

LP

LP

U

E

U

E

U

E

UE

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 CONCRETE CURB



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




TBPE F-7451, TBPLS F-10193910


979.836.6855

817.405.0774

210.556.4124

BRENHAM

FORT WORTH

SAN ANTONIO


Drawn By: JBM

Checked By: KH


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

,

,

,

,

,

,

, ,

,

,

,

,

,

,

,



ELEVATION = 327.11'

N

0

SCALE: 1"= 20'

20 40 60






20

18

-0

3-1

4


THE PURPOSE OF:

DESIGN DEVELOPMENT


KYLE HARVEY, P.E.

125954

Date: 03/14/2018



PURPOSES.


LEGEND





EASEMENT


OE OE


EXISTING BUILDING



PROPOSED CONCRETE PAVEMENT

PROPERTY LINE




EXISTING GAS

UE

G


EXISTING LIGHT POST

C4.0

GRADING PLAN

AutoCAD SHX Text


AutoCAD SHX Text

LP

AutoCAD SHX Text

GRADING NOTES: 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISE NOTED, SO THAT NO PONDING OCCURS. 2. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO ANY MODIFICATIONS. 4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 5. THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM AFFECT PROPERTY OWNER(S). ANY ADJACENT PROPERTY OR RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO EXISTING CONDITIONS OR BETTER. 6. UNLESS OTHERWISE DETERMINED BY APPLICABLE GEOTECHNICAL REPORT, UNDER PROPOSED STREETS, UNLESS OTHERWISE DETERMINED BY APPLICABLE GEOTECHNICAL REPORT, UNDER PROPOSED STREETS, PAVEMENT, AND STRUCTURES (INCLUDING SIDEWALKS), BACKFILL SHALL BE HAVE A PI OF 25 OR LESS OR BE LIME TREATED, AND SHALL BE COMPACTED IN LIFTS NO GREATER THAN 8" LOOSE THICKNESS TO A DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH A MOISTURE CONTENT OF +/- 2% OF OPTIMUM. 7. TREATMENT SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS OBTAINED. PRIOR TO TREATMENT SHALL BE ACCOMPLISHED SUCH THAT A UNIFORM SUBGRADE MIX IS OBTAINED. PRIOR TO THE APPLICATION OF LIME TO THE SUBGRADE, THE OPTIMUM PERCENTAGE TO BE ADDED SHOULD BE DETERMINED BASED ON TEX-121-E LABORATORY TESTS CONDUCTED ON MIXTURES OF THE SUBGRADE SOILS WITH VARYING PERCENTAGES. SUBGRADE SOIL SAMPLES SHOULD BE OBTAINED FROM THE PAVEMENT AREA AT THE PROPOSED FINAL SUBGRADE ELEVATION. THE LIME SHOULD INITIALLY BE BLENDED WITH A MIXING DEVICE SUCH AS PULVERMIXER AND SUFFICIENT WATER ADDED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. THEY MUST BE ADJUSTED TO PROPER GRADE BY THE CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PAVEMENT AND GRADING. 9. SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT GREATER THAN 2%, SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT GREATER THAN 2%, UNLESS OTHERWISE NOTED. 10. HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM OF 2% SLOPE IN HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS. 11. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS.

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




TBPE F-7451, TBPLS F-10193910


979.836.6855

817.405.0774

210.556.4124

BRENHAM

FORT WORTH

SAN ANTONIO


Drawn By: JBM

Checked By: KH


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

,

,

,

,

,

,

, ,

,

,

,

,

,

,

,



ELEVATION = 327.11'






20

18

-0

3-1

4


THE PURPOSE OF:

DESIGN DEVELOPMENT


KYLE HARVEY, P.E.

125954

Date: 03/14/2018



PURPOSES.

EXISTING DRAINAGE AREA MAP

A1

A3

A2

C5.0

DRAINAGE

AREA MAPS

ST

ST

W

W

W

W

W

W

W

W

o


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 CONCRETE CURB



3

2

0

MATCH EXISTING

PAVEMENT ELEVATION

PROPOSED CONSTRUCTION

ENTRANCE

GESSNER ENGINEERING

Suite 102

Corporate Office

2501 Ashford Drive




TBPE F-7451, TBPLS F-10193910


979.836.6855

817.405.0774

210.556.4124

BRENHAM

FORT WORTH

SAN ANTONIO


Drawn By: JBM

Checked By: KH


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

,

,

,

,

,

,

, ,

,

,

,

,

,

,

,



ELEVATION = 327.11'

N

0

SCALE: 1"= 20'

20 40 60






20

18

-0

3-1

4


THE PURPOSE OF:

DESIGN DEVELOPMENT


KYLE HARVEY, P.E.

125954

Date: 03/14/2018



PURPOSES.


LEGEND





EASEMENT


OE OE


EXISTING BUILDING



PROPOSED CONCRETE PAVEMENT

PROPERTY LINE




EXISTING GAS

UE

G


EXISTING LIGHT POST

C6.0

EROSION CONTROLPLAN

AutoCAD SHX Text


AutoCAD SHX Text

LP

AutoCAD SHX Text

EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AT ALL LOCATIONS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AT ALL LOCATIONS OF CONSTRUCTION. 2. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES PRIOR TO EXITING THE SITE. 3. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST GENERATION FROM THE SITE. 4. THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING SEDIMENTS AND EROSION CONTROL. 5. A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE A COPY OF THIS PLAN MUST BE KEPT AT THE CONSTRUCTION FACILITY DURING THE ENTIRE CONSTRUCTION PERIOD. 6. ALL FINISHED GRADES ARE TO BE HYDRO-MULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL ALL FINISHED GRADES ARE TO BE HYDRO-MULCHED, SPOT SODDED OR SEEDED AND WATERED UNTIL GROWTH IS ESTABLISHED.

GESSNER ENGINEERING

Suite 102

Corporate Office

2501 Ashford Drive




TBPE F-7451, TBPLS F-10193910


979.836.6855

817.405.0774

210.556.4124

BRENHAM

FORT WORTH

SAN ANTONIO


Drawn By: JBM

Checked By: KH


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

,

,

,

,

,

,

, ,

,

,

,

,

,

,

,






20

18

-0

3-1

4


THE PURPOSE OF:

DESIGN DEVELOPMENT


KYLE HARVEY, P.E.

125954

Date: 03/14/2018



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

PROJECT LOCATION - Bryan, Texas...2018/04/17 · SAN ANTONIO 2018-03-14 C1.0 SITE PLAN C2.0 DEMO...

Documents

Transcript of PROJECT LOCATION - Bryan, Texas...2018/04/17 · SAN ANTONIO 2018-03-14 C1.0 SITE PLAN C2.0 DEMO...