juvenile justice center expansion · install pipe bollard. install dumpster enclosure. enclosure...

5
2018 TreanorHL c Issued For: Date: This drawing is an instrument of service and shall remain the property of TreanorHL. This drawing and the concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of TreanorHL Submission or distribution of this drawing to meet official or regulatory requirements or for other purposes in connection with the project is not to be construed as publication in derogation of any of the rights of TreanorHL. TreanorHL NO. 1811 Baltimore Ave Kansas City, Missouri 64108 Office: 816.221.0900 Fax: 816.221.4992 www.TreanorHL.com TEXAS CORPORATE AUTHORIZATION NO. F-12941 A B C D 1 2 3 4 5 1 2 3 4 5 A B C D 4/11/2018 10:13:45 AM P:\_Civil\JS0568.0001 Brazos County Juvenile\Drawings\Sheets\Site Plan\SP100 SITE LAYOUT PLAN.DWG Juvenile Justice Center Expansion Brazos County SITE PLAN 03/05/2018 1904 State Hwy 21 W Bryan, TX 77803 JS0568.0001.00 REVISIONS NO DESCRIPTION DATE 1 CITY COMMENTS 03/28/2018 SITE LAYOUT PLAN SP100 2 CITY COMMENTS 04/06/2018

Upload: others

Post on 23-Mar-2020

12 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Juvenile Justice Center Expansion · install pipe bollard. install dumpster enclosure. enclosure shall be 6' in height with gates. fence perimeter to be solid wood. install 6" reinforced

2018 TreanorHLc

Issued For:

Date:

This drawing is an instrument of service and shall remain

the property of TreanorHL. This drawing and the concepts

and ideas contained herein shall not be used, reproduced,

revised, or retained without the express written approval of

TreanorHL

Submission or distribution of this drawing to meet official or

regulatory requirements or for other purposes in connection

with the project is not to be construed as publication in

derogation of any of the rights of TreanorHL.

TreanorHL NO.

18

11

B

altim

ore

A

ve

Ka

nsa

s C

ity, M

isso

uri 6

41

08

Office

: 8

16

.2

21

.0

90

0

Fa

x: 8

16

.2

21

.4

99

2

ww

w.T

re

an

orH

L.co

m

TE

XA

S C

OR

PO

RA

TE

AU

TH

OR

IZ

AT

IO

N N

O. F

-1

29

41

A

B

C

D

12345

12345

A

B

C

D

4/1

1/2

01

8 1

0:1

3:4

5 A

M

P:\_

Civil\JS

05

68

.0

00

1 B

ra

zo

s C

ou

nty Ju

ve

nile

\D

ra

win

gs\S

he

ets\S

ite

P

la

n\S

P1

00

S

IT

E L

AY

OU

T P

LA

N.D

WG

Ju

ve

nile

Ju

stice

C

en

te

r E

xp

an

sio

n

Brazos C

ounty

SITE PLAN

03/05/2018

1904 S

tate H

wy 21 W

Bryan, T

X 77803

JS0568.0001.00

REVISIONS

NO DESCRIPTION DATE

1 CITY COMMENTS 03/28/2018

SITE LAYOUT PLAN

SP100

2 CITY COMMENTS 04/06/2018

AutoCAD SHX Text
BRAZOS COUNTY JUVENILE DETENTION CENTER 1-STORY EXISTING: 53,290 GSF EXPANSION: 37,445 GSF
AutoCAD SHX Text
STATE HIGHWAY 21
AutoCAD SHX Text
BRAZOS COUNTY JUVENILE JUSTICE ALTERNATIVE EDUCATION PROGRAM
AutoCAD SHX Text
EXISTING PORTABLE EAST
AutoCAD SHX Text
EXISTING PORTABLE WEST
AutoCAD SHX Text
T
AutoCAD SHX Text
EXPANSION
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXPANSION
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXPANSION
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
AVENUE C
AutoCAD SHX Text
AVENUE B
AutoCAD SHX Text
1901 AVENUE C DOVE, ELIZABETH KAY JONES-BROCK, BLOCK D, LOTS 11 & 12
AutoCAD SHX Text
1900 AVENUE B PEDROZA, JO ANN & MIGUEL ANGEL JONES-BROCK, BLOCK D, LOT 1
AutoCAD SHX Text
1902 AVENUE B GARCIA, TOMMY JONES-BROCK, BLOCK D, LOT 2
AutoCAD SHX Text
1903 AVENUE B CONTRERAS, GUADALUPE M. JONES-BROCK, BLOCK A, LOT 18
AutoCAD SHX Text
1905 AVENUE B RODRIGUEZ, JOSE FABIAN JONES-BROCK, BLOCK A, LOT 17
AutoCAD SHX Text
1908 W. SH-21 HERNANDEZ, CRUZ SFA #9, BLOCK 34, LOT 5
AutoCAD SHX Text
1900 AVENUE C MARSHALL, CHARLIE MAE JENKINS JONES-BROCK, BLOCK F, LOTS 1&2
AutoCAD SHX Text
1700 W. SH-21 BRAZOS COUNTY BRAZOS COUNTY COMPLEX PHASE 3 BLOCK 1, LOT 1
AutoCAD SHX Text
1835 SANDY POINT ROAD BRAZOS COUNTY (BRAZOS COUNTY JAIL) BRAZOS COUNTY COMPLEX, PHASE 1, BLOCK 1, LOT 1
AutoCAD SHX Text
PROPOSED LOT LINE ADJUSTMENT VIA RE-PLAT
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
15
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
11
AutoCAD SHX Text
16
AutoCAD SHX Text
13
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
19
AutoCAD SHX Text
19
AutoCAD SHX Text
19
AutoCAD SHX Text
23
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
9
AutoCAD SHX Text
9
AutoCAD SHX Text
3
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
36
AutoCAD SHX Text
3
AutoCAD SHX Text
40
AutoCAD SHX Text
40
AutoCAD SHX Text
40
AutoCAD SHX Text
40
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
32
AutoCAD SHX Text
31
AutoCAD SHX Text
40
AutoCAD SHX Text
40
AutoCAD SHX Text
40
AutoCAD SHX Text
2
AutoCAD SHX Text
9
AutoCAD SHX Text
8
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
14
AutoCAD SHX Text
30
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
19
AutoCAD SHX Text
26
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
3
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
5
AutoCAD SHX Text
15
AutoCAD SHX Text
15
AutoCAD SHX Text
15
AutoCAD SHX Text
25
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
14
AutoCAD SHX Text
27
AutoCAD SHX Text
27
AutoCAD SHX Text
38
AutoCAD SHX Text
38
AutoCAD SHX Text
39
AutoCAD SHX Text
38
AutoCAD SHX Text
38
AutoCAD SHX Text
38
AutoCAD SHX Text
28
AutoCAD SHX Text
28
AutoCAD SHX Text
28
AutoCAD SHX Text
28
AutoCAD SHX Text
39
AutoCAD SHX Text
32
AutoCAD SHX Text
32
AutoCAD SHX Text
31
AutoCAD SHX Text
40
AutoCAD SHX Text
33
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
21
AutoCAD SHX Text
21
AutoCAD SHX Text
21
AutoCAD SHX Text
21
AutoCAD SHX Text
5
AutoCAD SHX Text
14
AutoCAD SHX Text
6
AutoCAD SHX Text
14
AutoCAD SHX Text
1
AutoCAD SHX Text
14
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
6
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
21
AutoCAD SHX Text
21
AutoCAD SHX Text
21
AutoCAD SHX Text
28
AutoCAD SHX Text
28
AutoCAD SHX Text
28
AutoCAD SHX Text
38
AutoCAD SHX Text
38
AutoCAD SHX Text
14
AutoCAD SHX Text
32
AutoCAD SHX Text
38
AutoCAD SHX Text
38
AutoCAD SHX Text
28
AutoCAD SHX Text
38
AutoCAD SHX Text
38
AutoCAD SHX Text
35
AutoCAD SHX Text
35
AutoCAD SHX Text
34
AutoCAD SHX Text
34
AutoCAD SHX Text
34
AutoCAD SHX Text
34
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
37
AutoCAD SHX Text
37
AutoCAD SHX Text
18
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
37
AutoCAD SHX Text
37
AutoCAD SHX Text
37
AutoCAD SHX Text
18
AutoCAD SHX Text
2
AutoCAD SHX Text
11
AutoCAD SHX Text
38
AutoCAD SHX Text
37
AutoCAD SHX Text
21
AutoCAD SHX Text
1
AutoCAD SHX Text
26
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
37
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
28
AutoCAD SHX Text
28
AutoCAD SHX Text
28
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
42
AutoCAD SHX Text
41
AutoCAD SHX Text
42
AutoCAD SHX Text
43
AutoCAD SHX Text
BM2
AutoCAD SHX Text
BM3
AutoCAD SHX Text
ON-SITE DETENTION BASIN (REPLACES EXISTING BASIN IN SAME LOCATION)
AutoCAD SHX Text
PROJECT SITESITE
AutoCAD SHX Text
100 YR FLOODPLAIN BOUNDARY
AutoCAD SHX Text
DISTURBED AREA
AutoCAD SHX Text
THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT UNLESS SEALED, SIGNED, AND DATED BY THE DESIGN PROFESSIONAL. RELEASED FOR REVIEW ONLY. NOT FOR CONSTRUCTION. MATTHEW L. MURPHY, PE TEXAS PE #94639
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
80
AutoCAD SHX Text
40
AutoCAD SHX Text
KEY NOTES INSTALL FULL-HEIGHT CONCRETE CURB & GUTTER.. INSTALL LAY-DOWN CONCRETE CURB & GUTTER. INSTALL ASPHALT PAVEMENT. INSTALL 6" REINFORCED CONCRETE DRIVE. INSTALL 4" CONCRETE SIDEWALK. INSTALL TYPE 1 SIDEWALK RAMP. INSTALL TYPE 2 SIDEWALK RAMP. INSTALL WHEEL STOP INSTALL ADA PARKING STALLS. INSTALL 4" WIDE WHITE PAINTED PARKING STALL STRIPE (TYPICAL). INSTALL PIPE BOLLARD. INSTALL DUMPSTER ENCLOSURE. ENCLOSURE SHALL BE 6' IN HEIGHT WITH GATES. FENCE PERIMETER TO BE SOLID WOOD. INSTALL 6" REINFORCED CONCRETE PAD FOR GENERATOR. ADDITIONAL 2' ON ALL SIDES OF THE MECHANICAL EQUIPMENT. LANDSCAPE AREA. SEE LANDSCAPE PLAN SHEET SP500, PROPOSED FIRE HYDRANT. SEE PUBLIC IMPROVEMENT PLANS FOR DETAIL. ENCLOSED SALLY PORT, REFER TO ARCHITECTURAL PLANS FOR DETAILS. COVERED OUTDOOR AREA. SEE ARCHITECTURAL FOR DETAILS. PROPOSED LIGHT POLES. EXISTING ASPHALT PAVEMENT TO REMAIN. EXISTING CONCRETE CURB & GUTTER TO REMAIN. EXISTING CONCRETE SIDEWALK TO REMAIN. EXISTING LIGHT POLES TO REMAIN. EXISTING SIGN TO REMAIN. 5' X 5' CONCRETE PAD. PROPOSED GREASE INTERCEPTOR. PROPOSED FENCE. SEE ARCHITECTURAL ELEVATIONS FOR DETAILS. EXISTING FIRE HYDRANT. INSTALL CONCRETE VALLEY GUTTER. EXISTING TRANSFORMER TO REMAIN. PROPOSED SAND OIL SEPARATOR. INSTALL 6" REINFORCED CONCRETE DRIVE. INSTALL 4" CONCRETE SIDEWALK. INSTALL ADA PARKING STALLS. INSTALL 4" WIDE WHITE PAINTED PARKING STALL STRIPE (TYPICAL). LANDSCAPE AREA. SEE LANDSCAPE SHEETS SP102,SP103 & SP104. RECREATION FIELD. SEE GRADING PLAN. PROPOSED LIGHT POLES. SEE ELECTRICAL PLANS FOR DETAILS. INSTALL FULL-HEIGHT CONCRETE CURB & GUTTER. INSTALL LAY-DOWN CONCRETE CURB & GUTTER. INSTALL ASPHALT PAVEMENT. INSTALL MOUNTABLE CURB & GUTTER INSTALL REINFORCED CONCRETE COLLAR AT MANHOLE IN PAVEMENT. CONCRETE WASH OUT AREA, AS REQUIRED
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
ASPHALT PAVEMENT (DEPTH VARIES) . 6" REINFORCED CONCRETE DRIVE. 4" CONCRETE SIDEWALK. ACCESSIBLE ROUTE
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
26
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
35
AutoCAD SHX Text
36
AutoCAD SHX Text
27
AutoCAD SHX Text
37
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
28
AutoCAD SHX Text
38
AutoCAD SHX Text
29
AutoCAD SHX Text
39
AutoCAD SHX Text
40
AutoCAD SHX Text
30
AutoCAD SHX Text
41
AutoCAD SHX Text
42
AutoCAD SHX Text
SCALE: 1" = 500'
AutoCAD SHX Text
VICINITY MAP & FLOODPLAIN BOUNDARY
AutoCAD SHX Text
OWNER OF RECORD BRAZOS COUNTY, TEXAS 300 E. WILLIAM J. BRYAN PARKWAY BRYAN, TEXAS 77803-5336 ARCHITECT/CIVIL ENGINEER/LANDSCAPE ARCHITECT TREANORHL, P.A. 1811 BALTIMORE KANSAS CITY, MISSOURI 64018 ARCHITECT CONTACT: ANDREW PITTS, AIA ENGINEERING/LANDSCAPING CONTACT: MATTHEW L. MURPHY, P.E. PROPERTY LEGAL DESCRIPTION BRAZOS COUNTY COMPLEX, PHASE 2, BLOCK 1, LOT 1, (VOL. 2306, PAGE 271). 2306, PAGE 271). OWNER: BRAZOS COUNTY LOT ACREAGE: 96.26 ZONING C-3/A-O LAND USE EXISTING/PROPOSED - JUVENILE DETENTION/EDUCATION FACILITY FLOODPLAIN A PORTION OF THIS PARCEL LIES WITHIN THE 100-YEAR FLOODPLAIN, AS SHOWN ON PANEL NO. 48041C0195E DATED 16 MAY 2012. NO WORK OR IMPROVEMENTS ARE PLANNED WITHIN THE DESIGNATED FLOODWAY OR FLOODPLAIN LIMITS,
AutoCAD SHX Text
GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 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 WINDBLOWN LITTER FROM THE PROJECT SITE. 2. DEMOLITION/CONSTRUCTION WASTE - SITE IS REQUIRED TO DEMOLITION/CONSTRUCTION WASTE - SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL OFF BOXES AND/OR METAL DUMPSTER SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. 3. IRRIGATION SYSTEM - POTABLE WATER SUPPLY MUST BE IRRIGATION SYSTEM - POTABLE WATER SUPPLY MUST BE PROTECTED BY EITHER AN ATMOSPHERIC OR PRESSURE VACUUM BREAKER, OR TESTABLE DOUBLE CHECK VALVE ASSEMBLY, AND INSTALLED AS PER CITY ORDINANCE. 4. FIRE SPRINKLER SYSTEM - POTABLE WATER SUPPLY MUST BE FIRE SPRINKLER SYSTEM - POTABLE WATER SUPPLY MUST BE PROTECTED BY TESTABLE DOUBLE CHECK VALVE ASSEMBLY, AND INSTALLED AS PER CITY ORDINANCE. 5. POTABLE WATER PROTECTION - ALL DEVICES, APPURTENANCES, POTABLE WATER PROTECTION - ALL DEVICES, APPURTENANCES, APPLIANCES AND APPARATUS INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECTS TO THE WATER SUPPLY SYSTEM, SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM.
AutoCAD SHX Text
UTILITY CONTACTS: TEXAS ONE CALL 800-DIG-SAFE (800) 344-8377 OR TEXAS811 NATURAL GAS ATMOS ENERGY 297 N. EARL RUDDER FREEWAY BRYAN, TX 77802 800-460-3030 (OFFICE) WATER, GARBAGE, SANITARY CITY OF BRYAN 205 E 28TH ST. 979-209-5900 ELECTRIC BRIAN TEXAS UTILITIES 205 E 28TH ST. BRYAN, TX 77803 979-821-5700 TELEPHONE/FIBER - SUDDEN LINK 4114 E 29TH ST. BRYAN, TX 77803 888-822-5151
AutoCAD SHX Text
NOTE: THE CONTRACTOR SHALL CONTACT TEXAS ONE CALL (800-344-8377) AS WELL AS THE CITY OF BRYAN PUBLIC WORKS (979-209-5900) AND BTU (979-821-5865) AT LEAST 72 HOURS BEFORE THE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS.
AutoCAD SHX Text
43
Page 2: Juvenile Justice Center Expansion · install pipe bollard. install dumpster enclosure. enclosure shall be 6' in height with gates. fence perimeter to be solid wood. install 6" reinforced

2018 TreanorHLc

Issued For:

Date:

This drawing is an instrument of service and shall remain

the property of TreanorHL. This drawing and the concepts

and ideas contained herein shall not be used, reproduced,

revised, or retained without the express written approval of

TreanorHL

Submission or distribution of this drawing to meet official or

regulatory requirements or for other purposes in connection

with the project is not to be construed as publication in

derogation of any of the rights of TreanorHL.

TreanorHL NO.

18

11

B

altim

ore

A

ve

Ka

nsa

s C

ity, M

isso

uri 6

41

08

Office

: 8

16

.2

21

.0

90

0

Fa

x: 8

16

.2

21

.4

99

2

ww

w.T

re

an

orH

L.co

m

TE

XA

S C

OR

PO

RA

TE

AU

TH

OR

IZ

AT

IO

N N

O. F

-1

29

41

A

B

C

D

12345

12345

A

B

C

D

3/2

6/2

01

8 4

:2

0:1

9 P

M

P:\_

Civil\JS

05

68

.0

00

1 B

ra

zo

s C

ou

nty Ju

ve

nile

\D

ra

win

gs\S

he

ets\S

ite

P

la

n\S

P1

01

U

TIL

IT

Y P

LA

N.d

wg

Ju

ve

nile

Ju

stice

C

en

te

r E

xp

an

sio

n

Brazos C

ounty

SITE PLAN

03/05/2018

1904 S

tate H

wy 21 W

Bryan, T

X 77803

JS0568.0001.00

REVISIONS

NO DESCRIPTION DATE

1 CITY COMMENTS 03/28/2018

UTILITY PLAN

SP101

AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text
WM
AutoCAD SHX Text
BM2
AutoCAD SHX Text
BM5
AutoCAD SHX Text
BM3
AutoCAD SHX Text
BM4
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN
AutoCAD SHX Text
STATE HIGHWAY 21
AutoCAD SHX Text
PROPOSED GENERATOR ON CONCRETE PAD. REFER TO M.E.P.
AutoCAD SHX Text
INSTALL 4' DIA. SAN. SEWER MANHOLE RIM ELEV. = 316.00 6" SDR26 PVC IN (S) = 313.59 IN (S) = 313.59 IN (S) = 313.59 6" SDR26 PVC IN (E) = 311.36 IN (E) = 311.36 IN (E) = 311.36 6" SDR26 PVC IN (SW) = 311.34 IN (SW) = 311.34 IN (SW) = 311.34 6" SDR26 PVC IN (W) 305.79 IN (W) 305.79 IN (W) 305.79 8" SDR26 PVC OUT (N) = 305.62 OUT (N) = 305.62 OUT (N) = 305.62 N:10232898.60, E:3534520.08
AutoCAD SHX Text
1
AutoCAD SHX Text
32 L.F. 8" SDR26 PVC @ 5.5%
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
6
AutoCAD SHX Text
4
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
2
AutoCAD SHX Text
7
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
6" SDR26 PVC
AutoCAD SHX Text
@2.0%2.0%
AutoCAD SHX Text
@2.0%2.0%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
4" = 312.15 = 312.15 = 312.15 6" = 312.07 = 312.07 = 312.07 N:10232970.08 E:3534225.44
AutoCAD SHX Text
6" = 313.01 = 313.01 = 313.01 N:10232879.55 E:3534598.58
AutoCAD SHX Text
BRAZOS COUNTY JUVENILE DETENTION CENTER
AutoCAD SHX Text
BRAZOS COUNTY JUVENILE JUSTICE ALTERNATIVE EDUCATION PROGRAM
AutoCAD SHX Text
PORTABLE EAST
AutoCAD SHX Text
PORTABLE WEST
AutoCAD SHX Text
PROPOSED FIBER OPTIC PULL BOX AND FIBER OPTIC LINE. REFER TO T501 FOR DETAILS.
AutoCAD SHX Text
PROPOSED FIBER OPTIC PULL BOX CONNECTING TO THE EXISTING LINE. REFER TO T501 FOR DETAILS.
AutoCAD SHX Text
PROPOSED GREASE INTERCEPTOR TANK REFER TO PLUMBING PLANS
AutoCAD SHX Text
PROPOSED GAS LINE. REFER TO PLUMBING PLANS
AutoCAD SHX Text
PROPOSED SAND/OIL SEPARATOR TANK. REFER TO PLUMBING PLANS
AutoCAD SHX Text
PROPOSED PUBLIC WATER MAIN. REFER TO PUBLIC IMPROVEMENT PLANS, UNDER SEPARATE COVER.
AutoCAD SHX Text
7
AutoCAD SHX Text
5
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
EXISTING TRANSFORMER TO REMAIN.
AutoCAD SHX Text
EXISTING SANITARY SEWER MANHOLE NO. 1909 ADJUST RIM ELEVATION TO MATCH NEW FINISH GRADE, AND INSTALL CONCRETE COLLAR PER DETAIL 6, SHEET C502. EXISTING RIM ELEV. = 309.16 NEW RIM ELEV. = 314.39 NEW 8" SDR26 PVC IN (S) = 304.00 IN (S) = 304.00 IN (S) = 304.00 EX. 8" CAST IRON OUT (NE) = 301.48 OUT (NE) = 301.48 OUT (NE) = 301.48 EX. IN (SW) = 303.34 (REMOVE AND PLUG) IN (SW) = 303.34 (REMOVE AND PLUG) IN (SW) = 303.34 (REMOVE AND PLUG)
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
13
AutoCAD SHX Text
4
AutoCAD SHX Text
12
AutoCAD SHX Text
WM
AutoCAD SHX Text
11
AutoCAD SHX Text
EXISTING DOMSTIC WATER METER AND FIRE PROTECTION SERVICES TO REMAIN
AutoCAD SHX Text
EXISTING IRRIGATION SYSTEM TO REMAIN AND RECONFIGURED TO ADJUSTED ZONES
AutoCAD SHX Text
EXISTING WATER LINE EASEMENT TO BE VACATED AND NEW EASEMENT DEDICATED PER RE-PLAT (PENDING)
AutoCAD SHX Text
NOTE: STORM SEWER DESIGN SHOWN FOR REFERENCE AND FULL DESIGN IS INCLUDED IN PRIVATE CONSTRUCTION DOCUMENTS. REFER TO SEPARATE PLAN SET FOR DETAILS.
AutoCAD SHX Text
EXISTING FIRE HYDRANT TO REMAIN
AutoCAD SHX Text
NOTE: STORM SEWER DESIGN SHOWN FOR REFERENCE AND FULL DESIGN IS INCLUDED IN PRIVATE CONSTRUCTION DOCUMENTS. REFER TO SEPARATE PLAN SET FOR DETAILS.
AutoCAD SHX Text
THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT UNLESS SEALED, SIGNED, AND DATED BY THE DESIGN PROFESSIONAL. RELEASED FOR REVIEW ONLY. NOT FOR CONSTRUCTION. MATTHEW L. MURPHY, PE TEXAS PE #94639
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
80
AutoCAD SHX Text
40
AutoCAD SHX Text
UTILITY LEGEND
AutoCAD SHX Text
EXISTING CLEAN OUT EXISTING FIRE HYDRANT EXISTING GAS METER EXISTING LIGHT EXISTING LIGHT POLE EXISTING SANITARY SEWER MANHOLE EXISTING TELEPHONE BOX EXISTING IRRIGATION CONTROL VALVE EXISTING WATER METER EXISTING WATER VALVE EXISTING UNDERGROUND ELECTIC LINE EXISTING FENCE LINE EXISTING GAS LINE EXISTING FIBER OPTIC LINE EXISTING TELEPHONE LINE EXISTING WATER LINE EXISTING FIBER OPTIC LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED UNDERGROUND ELECTRIC LINE PROPOSED FIRE HYDRANT PROPOSED LIGHT POLE
AutoCAD SHX Text
GM
AutoCAD SHX Text
WM
AutoCAD SHX Text
KEY NOTES 6"X4" SDR26 PVC WYE FITTING. 4" SDR26 PVC 45° ELBOW FITTING. 6" SDR26 PVC WYE FITTING. 6" SDR26 PVC 45° ELBOW FITTING. 6" SDR26 PVC 22.5° ELBOW FITTING. SANITARY SEWER CLEANOUT ASSEMBLY. SANITARY SEWER DOUBLE CLEANOUT ASSEMBLY. 4" SDR26 PVC WYE FITTING. PROPOSED WATER LINE. REFER TO PUBLIC IMPROVEMENT PLANS FOR REFERENCE. PROPOSED LIGHT POLE. DOMESTIC WATER CONNECTION FOR BUILDING ADDITION, INSTALL 46 L.F. OF 4" PVC C900 DOWNSTREAM OF 2.5" WATER METER AND METER PIT. REFER TO PUBLIC IMPROVEMENT PLANS FOR TAP/CONNECTION INFORMATION. DOUBLE CHECK SHALL BE INSTALLED INSIDE THE BUILDING. FIRE PROTECTION CONNECTION FOR BUILDING ADDITION, INSTALL 46 L.F. OF 6" PVC C900. DOUBLE CHECK DETECTOR ASSEMBLY SHALL BE LOCATED INSIDE THE BUILDING ON THE VERTICAL RISER. REFER TO PLUMBING PLANS FOR DETAILS. REFER TO PUBLIC IMPROVEMENT PLANS FOR CONNECTION TO WATER MAIN. 6" POST INDICATOR VALVE ASSEMBLY FOR BUILDING ADDITION FIRE PROTECTION SERVICE.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
Page 3: Juvenile Justice Center Expansion · install pipe bollard. install dumpster enclosure. enclosure shall be 6' in height with gates. fence perimeter to be solid wood. install 6" reinforced

LANDSCAPE PLAN

SP102

2018 TreanorHLc

Issued For:

Date:

This drawing is an instrument of service and shall remain

the property of TreanorHL. This drawing and the concepts

and ideas contained herein shall not be used, reproduced,

revised, or retained without the express written approval of

TreanorHL

Submission or distribution of this drawing to meet official or

regulatory requirements or for other purposes in connection

with the project is not to be construed as publication in

derogation of any of the rights of TreanorHL.

TreanorHL NO.

18

11

B

altim

ore

A

ve

Ka

nsa

s C

ity, M

isso

uri 6

41

08

Office

: 8

16

.2

21

.0

90

0

Fa

x: 8

16

.2

21

.4

99

2

ww

w.T

re

an

orH

L.co

m

TE

XA

S C

OR

PO

RA

TE

AU

TH

OR

IZ

AT

IO

N N

O. F

-1

29

41

A

B

C

D

12345

12345

A

B

C

D

3/2

6/2

01

8 4

:2

6:3

5 P

M

P:\_

Civil\JS

05

68

.0

00

1 B

ra

zo

s C

ou

nty Ju

ve

nile

\D

ra

win

gs\S

he

ets\S

ite

P

la

n\S

P1

02

L

AN

DS

CA

PE

P

LA

N.d

wg

Ju

ve

nile

Ju

stice

C

en

te

r E

xp

an

sio

n

Brazos C

ounty

SITE PLAN

03/05/2018

1904 S

tate H

wy 21 W

Bryan, T

X 77803

JS0568.0001.00

REVISIONS

NO DESCRIPTION DATE

1 CITY COMMENTS 03/28/2018

AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text
WM
AutoCAD SHX Text
BM1
AutoCAD SHX Text
BM2
AutoCAD SHX Text
BM5
AutoCAD SHX Text
BM3
AutoCAD SHX Text
BM4
AutoCAD SHX Text
GM
AutoCAD SHX Text
GM
AutoCAD SHX Text
WM
AutoCAD SHX Text
BM1
AutoCAD SHX Text
BM2
AutoCAD SHX Text
BM5
AutoCAD SHX Text
BM3
AutoCAD SHX Text
BM4
AutoCAD SHX Text
312
AutoCAD SHX Text
322
AutoCAD SHX Text
321
AutoCAD SHX Text
321
AutoCAD SHX Text
322
AutoCAD SHX Text
320
AutoCAD SHX Text
321
AutoCAD SHX Text
320
AutoCAD SHX Text
318
AutoCAD SHX Text
317
AutoCAD SHX Text
316
AutoCAD SHX Text
317
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
317
AutoCAD SHX Text
317
AutoCAD SHX Text
314
AutoCAD SHX Text
315
AutoCAD SHX Text
316
AutoCAD SHX Text
317
AutoCAD SHX Text
318
AutoCAD SHX Text
314
AutoCAD SHX Text
312
AutoCAD SHX Text
311
AutoCAD SHX Text
310
AutoCAD SHX Text
309
AutoCAD SHX Text
308
AutoCAD SHX Text
307
AutoCAD SHX Text
306
AutoCAD SHX Text
305
AutoCAD SHX Text
313
AutoCAD SHX Text
312
AutoCAD SHX Text
311
AutoCAD SHX Text
300
AutoCAD SHX Text
311
AutoCAD SHX Text
310
AutoCAD SHX Text
309
AutoCAD SHX Text
308
AutoCAD SHX Text
307
AutoCAD SHX Text
307
AutoCAD SHX Text
308
AutoCAD SHX Text
309
AutoCAD SHX Text
310
AutoCAD SHX Text
311
AutoCAD SHX Text
312
AutoCAD SHX Text
313
AutoCAD SHX Text
315
AutoCAD SHX Text
301
AutoCAD SHX Text
302
AutoCAD SHX Text
303
AutoCAD SHX Text
304
AutoCAD SHX Text
305
AutoCAD SHX Text
306
AutoCAD SHX Text
307
AutoCAD SHX Text
308
AutoCAD SHX Text
309
AutoCAD SHX Text
310
AutoCAD SHX Text
311
AutoCAD SHX Text
312
AutoCAD SHX Text
313
AutoCAD SHX Text
314
AutoCAD SHX Text
315
AutoCAD SHX Text
312
AutoCAD SHX Text
311
AutoCAD SHX Text
310
AutoCAD SHX Text
309
AutoCAD SHX Text
308
AutoCAD SHX Text
307
AutoCAD SHX Text
306
AutoCAD SHX Text
305
AutoCAD SHX Text
304
AutoCAD SHX Text
303
AutoCAD SHX Text
302
AutoCAD SHX Text
301
AutoCAD SHX Text
310
AutoCAD SHX Text
301
AutoCAD SHX Text
302
AutoCAD SHX Text
303
AutoCAD SHX Text
304
AutoCAD SHX Text
305
AutoCAD SHX Text
306
AutoCAD SHX Text
307
AutoCAD SHX Text
308
AutoCAD SHX Text
309
AutoCAD SHX Text
310
AutoCAD SHX Text
313
AutoCAD SHX Text
320
AutoCAD SHX Text
319
AutoCAD SHX Text
318
AutoCAD SHX Text
322
AutoCAD SHX Text
320
AutoCAD SHX Text
320
AutoCAD SHX Text
321
AutoCAD SHX Text
321
AutoCAD SHX Text
320
AutoCAD SHX Text
321
AutoCAD SHX Text
320
AutoCAD SHX Text
320
AutoCAD SHX Text
317
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
317
AutoCAD SHX Text
318
AutoCAD SHX Text
319
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
317
AutoCAD SHX Text
319
AutoCAD SHX Text
319
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
319
AutoCAD SHX Text
319
AutoCAD SHX Text
320
AutoCAD SHX Text
319
AutoCAD SHX Text
318
AutoCAD SHX Text
320
AutoCAD SHX Text
319
AutoCAD SHX Text
321
AutoCAD SHX Text
322
AutoCAD SHX Text
321
AutoCAD SHX Text
320
AutoCAD SHX Text
319
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
311
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
317
AutoCAD SHX Text
315
AutoCAD SHX Text
314
AutoCAD SHX Text
313
AutoCAD SHX Text
317
AutoCAD SHX Text
317
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
315
AutoCAD SHX Text
316
AutoCAD SHX Text
314
AutoCAD SHX Text
316
AutoCAD SHX Text
315
AutoCAD SHX Text
314
AutoCAD SHX Text
315
AutoCAD SHX Text
316
AutoCAD SHX Text
317
AutoCAD SHX Text
318
AutoCAD SHX Text
312
AutoCAD SHX Text
313
AutoCAD SHX Text
314
AutoCAD SHX Text
315
AutoCAD SHX Text
316
AutoCAD SHX Text
315
AutoCAD SHX Text
322
AutoCAD SHX Text
321
AutoCAD SHX Text
321
AutoCAD SHX Text
317
AutoCAD SHX Text
316
AutoCAD SHX Text
STATE HIGHWAY 21
AutoCAD SHX Text
BRAZOS COUNTY JUVENILE DETENTION CENTER
AutoCAD SHX Text
BRAZOS COUNTY JUVENILE JUSTICE ALTERNATIVE EDUCATION PROGRAM
AutoCAD SHX Text
RECREATION FIELD
AutoCAD SHX Text
(1) KP
AutoCAD SHX Text
(1) QT
AutoCAD SHX Text
(1) KP
AutoCAD SHX Text
(1) QT
AutoCAD SHX Text
PORTABLE WEST
AutoCAD SHX Text
PORTABLE EAST
AutoCAD SHX Text
270 S.F. EXISTING DITCH TO BE LINED WITH 6" NOM. DIA. RIP RAP
AutoCAD SHX Text
SEE SHEET SP502 FOR ENLARGED PLAN
AutoCAD SHX Text
SEE SHEET SP501 FOR ENLARGED PLAN
AutoCAD SHX Text
SEE SHEET SP502 FOR ENLARGED PLAN
AutoCAD SHX Text
SEE SHEET SP501 FOR ENLARGED PLAN
AutoCAD SHX Text
SEE SHEET SP502 FOR ENLARGED PLAN
AutoCAD SHX Text
SEE SHEET SP501 FOR ENLARGED PLAN
AutoCAD SHX Text
(1) QT
AutoCAD SHX Text
(1) QT
AutoCAD SHX Text
(1) KP
AutoCAD SHX Text
(1) KP
AutoCAD SHX Text
(1) KP
AutoCAD SHX Text
(1) QT
AutoCAD SHX Text
(3) SS
AutoCAD SHX Text
(1) QT
AutoCAD SHX Text
(1) KP
AutoCAD SHX Text
(5) ZS
AutoCAD SHX Text
(1) QT
AutoCAD SHX Text
(1) KP
AutoCAD SHX Text
(1) QT
AutoCAD SHX Text
SCALE: 1" = 50'
AutoCAD SHX Text
50
AutoCAD SHX Text
25
AutoCAD SHX Text
0
AutoCAD SHX Text
100
AutoCAD SHX Text
50
AutoCAD SHX Text
THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT UNLESS SEALED, SIGNED, AND DATED BY THE DESIGN PROFESSIONAL. RELEASED FOR REVIEW ONLY. NOT FOR CONSTRUCTION. MATTHEW L. MURPHY, PE TEXAS PE #94639
AutoCAD SHX Text
TURF TYPE - CELEBRATION BURMUDA
AutoCAD SHX Text
1" LIMESTONE GRAVEL- 4" DEPTH PER DETAIL 8/L104
AutoCAD SHX Text
COMMON PERIWINKLE - VINCA MINOR PER DETAIL 7/L104
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
QTY.
AutoCAD SHX Text
NAME
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
1.5" CAL MIN.
AutoCAD SHX Text
KEY
AutoCAD SHX Text
COND.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
89,791 S.F.
AutoCAD SHX Text
SOD
AutoCAD SHX Text
N/A
AutoCAD SHX Text
ENTRY DRIVE SHADE TREES
AutoCAD SHX Text
PLANT SCHEDULE
AutoCAD SHX Text
ORNAMENTAL TREE
AutoCAD SHX Text
SS
AutoCAD SHX Text
3
AutoCAD SHX Text
TEXAS MOUNTAIN LAUREL - SOPHORA SECUNDIFLORA
AutoCAD SHX Text
KP
AutoCAD SHX Text
7
AutoCAD SHX Text
PANICLED GOLDEN RAIN TREE - KOELREUTERIA PANICULATA
AutoCAD SHX Text
ZS
AutoCAD SHX Text
5
AutoCAD SHX Text
JAPANESE ZELKOVA - ZELKOVA SERRATA 'VILLAGE GREEN'
AutoCAD SHX Text
QT
AutoCAD SHX Text
8
AutoCAD SHX Text
TEXAS OAK - QUERCUS TEXANA
AutoCAD SHX Text
3" CAL MIN.
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
1,368 S.F.
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2"
AutoCAD SHX Text
127,066 S.F.
AutoCAD SHX Text
TURF TYPE - CELEBRATION BURMUDA
AutoCAD SHX Text
SEED
AutoCAD SHX Text
N/A
AutoCAD SHX Text
GROUNDCOVER
AutoCAD SHX Text
24" O.C.
AutoCAD SHX Text
PLUGS
AutoCAD SHX Text
1,042
AutoCAD SHX Text
VM
AutoCAD SHX Text
LANDSCAPE REQUIREMENTS 1. AN AREA EQUAL TO 15 PERCENT OF THE DEVELOPED AREA (BUILDING SITE) SHALL BE REQUIRED TO AN AREA EQUAL TO 15 PERCENT OF THE DEVELOPED AREA (BUILDING SITE) SHALL BE REQUIRED TO BE LANDSCAPED. TOTAL DISTURBED AREA - 348,514 Sq. FT. REQUIRED - 52,278 Sq. Ft. (348,514 Sq. Ft. x .15) PROPOSED - 53,259 Sq. Ft. 103 EXIST. CANOPY TREES @ 225Sq.Ft.= 23,175 Sq. Ft. 23,175 Sq. Ft. 48 EXIST. NONCANOPY TREES @ 100Sq.Ft.= 4,800 Sq. Ft. 4,800 Sq. Ft. 33 SHADE TREES @ 350 Sq. Ft. = 11,550 Sq. Ft. 11,550 Sq. Ft. 10 ORNAMENTAL TREES @ 150 Sq. Ft. = 1,500 Sq. Ft. 1,500 Sq. Ft. 275 SHRUBS @ 10 Sq. Ft. = 2,750 Sq. Ft. 2,750 Sq. Ft. 1,642 Sq. Ft. PLANTING BED = 1,642 Sq. Ft. 1,642 Sq. Ft. 15% GROUND COVER = 7,842 Sq. Ft. 7,842 Sq. Ft.
Page 4: Juvenile Justice Center Expansion · install pipe bollard. install dumpster enclosure. enclosure shall be 6' in height with gates. fence perimeter to be solid wood. install 6" reinforced

A

B

C

2018 TreanorHLc

Issued For:

Date:

This drawing is an instrument of service and shall remain

the property of TreanorHL. This drawing and the concepts

and ideas contained herein shall not be used, reproduced,

revised, or retained without the express written approval of

TreanorHL

Submission or distribution of this drawing to meet official or

regulatory requirements or for other purposes in connection

with the project is not to be construed as publication in

derogation of any of the rights of TreanorHL.

TreanorHL NO.

18

11

B

altim

ore

A

ve

Ka

nsa

s C

ity, M

isso

uri 6

41

08

Office

: 8

16

.2

21

.0

90

0

Fa

x: 8

16

.2

21

.4

99

2

ww

w.T

re

an

orH

L.co

m

TE

XA

S C

OR

PO

RA

TE

AU

TH

OR

IZ

AT

IO

N N

O. F

-1

29

41

A

B

C

D

12345

12345

A

B

C

D

3/2

6/2

01

8 4

:2

7:3

2 P

M

P:\_

Civil\JS

05

68

.0

00

1 B

ra

zo

s C

ou

nty Ju

ve

nile

\D

ra

win

gs\S

he

ets\S

ite

P

la

n\S

P1

03

C

OU

RT

YA

RD

L

AN

DS

CA

PE

P

LA

N.d

wg

Ju

ve

nile

Ju

stice

C

en

te

r E

xp

an

sio

n

Brazos C

ounty

SITE PLAN

03/05/2018

1904 S

tate H

wy 21 W

Bryan, T

X 77803

JS0568.0001.00

REVISIONS

NO DESCRIPTION DATE

1 CITY COMMENTS 03/28/2018

COURTYARD

LANDSCAPE PLAN

SP103

D D

A

B

D

C

D

D

3

2

1

AutoCAD SHX Text
(1) SM
AutoCAD SHX Text
(4) CP
AutoCAD SHX Text
(6) CP
AutoCAD SHX Text
(18) CP
AutoCAD SHX Text
(3) BM
AutoCAD SHX Text
(3) BM
AutoCAD SHX Text
(15) CP
AutoCAD SHX Text
(1) SM
AutoCAD SHX Text
(36) LM
AutoCAD SHX Text
(10) SF
AutoCAD SHX Text
(3) RI
AutoCAD SHX Text
(6) RI
AutoCAD SHX Text
(46) LM
AutoCAD SHX Text
(13) SF
AutoCAD SHX Text
(36) LM
AutoCAD SHX Text
(10) SF
AutoCAD SHX Text
(3) RI
AutoCAD SHX Text
(5) BM
AutoCAD SHX Text
BRAZOS COUNTY JUVENILE JUSTICE ALTERNATIVE EDUCATION PROGRAM
AutoCAD SHX Text
(5) LM
AutoCAD SHX Text
(4) CP
AutoCAD SHX Text
(5) LM
AutoCAD SHX Text
(4) CP
AutoCAD SHX Text
(8) LM
AutoCAD SHX Text
BUILDING OVERHANG
AutoCAD SHX Text
(1) SM
AutoCAD SHX Text
40 L.F. EDGING
AutoCAD SHX Text
(1) SS
AutoCAD SHX Text
(3) PC
AutoCAD SHX Text
320
AutoCAD SHX Text
319
AutoCAD SHX Text
319
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
(3) SS
AutoCAD SHX Text
210 L.F. EDGING
AutoCAD SHX Text
(62) LM
AutoCAD SHX Text
(62) LM
AutoCAD SHX Text
(200) VM
AutoCAD SHX Text
(200) VM
AutoCAD SHX Text
90 L.F. EDGING
AutoCAD SHX Text
80 L.F. EDGING
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
319
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
318
AutoCAD SHX Text
THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT UNLESS SEALED, SIGNED, AND DATED BY THE DESIGN PROFESSIONAL. RELEASED FOR REVIEW ONLY. NOT FOR CONSTRUCTION. MATTHEW L. MURPHY, PE TEXAS PE #94639
AutoCAD SHX Text
1. MAIN ENTRANCE & JJAEP MAIN ENTRANCE
AutoCAD SHX Text
2. LARGE ACTIVE COURTYARD
AutoCAD SHX Text
3. SMALL ACTIVE COURTYARD & SMALL PASSIVE COURTYARDS
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
QTY.
AutoCAD SHX Text
NAME
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
KEY
AutoCAD SHX Text
COND.
AutoCAD SHX Text
600*
AutoCAD SHX Text
COMMON PERIWINKLE - VINCA MINOR PER DETAIL 7/L104
AutoCAD SHX Text
RI
AutoCAD SHX Text
12
AutoCAD SHX Text
INDIAN HAWTHORN - RAPHIOLEPIS INDICA 'CLARA'
AutoCAD SHX Text
B&B
AutoCAD SHX Text
PLANT SCHEDULE
AutoCAD SHX Text
PC
AutoCAD SHX Text
3
AutoCAD SHX Text
CAROLINA CHERRYLAUREL - PRUNUS CAROLINIANA
AutoCAD SHX Text
NATIVE GRASSES, PLUGS, AND TURF
AutoCAD SHX Text
LM
AutoCAD SHX Text
322*
AutoCAD SHX Text
BIG BLUE LILYTURF - LIRIOPE MUSCARI
AutoCAD SHX Text
2 GAL.
AutoCAD SHX Text
1.5' O.C.
AutoCAD SHX Text
1,901 S.F.*
AutoCAD SHX Text
DOUBLE SHREDDED HARDWOOD MULCH (3" LAYER MIN.) COLOR: BROWNCOLOR: BROWN
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
1.5" CAL. MIN.
AutoCAD SHX Text
3,710 S.F.
AutoCAD SHX Text
PERFECT TURF 82 PER DETAIL 3/L104
AutoCAD SHX Text
ARTIFICIAL TURF
AutoCAD SHX Text
N/A
AutoCAD SHX Text
ORNAMENTAL TREES
AutoCAD SHX Text
1185 S.F.*
AutoCAD SHX Text
1" LIMESTONE GRAVEL - 4" LAYER MIN.
AutoCAD SHX Text
1"
AutoCAD SHX Text
N/A
AutoCAD SHX Text
422 S.F.
AutoCAD SHX Text
DECOMPOSED GRANITE - 3/8TH INCH-MINUS
AutoCAD SHX Text
38"-DUST
AutoCAD SHX Text
N/A
AutoCAD SHX Text
VM
AutoCAD SHX Text
2' O.C.
AutoCAD SHX Text
2 GAL.
AutoCAD SHX Text
CP
AutoCAD SHX Text
51
AutoCAD SHX Text
PLUMBAGO - CERATOSTIGMA PLUMBAGINOIDES
AutoCAD SHX Text
3 GAL. MIN.
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
5' O.C.
AutoCAD SHX Text
2 GAL.
AutoCAD SHX Text
GROUNDCOVER
AutoCAD SHX Text
PLUGS
AutoCAD SHX Text
PER DETAIL 4/L104COLOR:TAN/BROWNCOLOR:TAN/BROWN
AutoCAD SHX Text
PER DETAIL 8/L104
AutoCAD SHX Text
3' O.C.
AutoCAD SHX Text
SF
AutoCAD SHX Text
33
AutoCAD SHX Text
MEALY BLUE SAGE - SALVIA FARINACEA
AutoCAD SHX Text
2 GAL.
AutoCAD SHX Text
SHRUBS AND PERENNIALS
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1. THIS INCLUDES ALL THREE COURTYARD "D". SEE DIAGRAM BELOW.* THIS INCLUDES ALL THREE COURTYARD "D". SEE DIAGRAM BELOW.* 2. SEE SHEET SP500 FOR ALL TURF AREAS.SEE SHEET SP500 FOR ALL TURF AREAS.
AutoCAD SHX Text
SM
AutoCAD SHX Text
DWARF KOREAN LILAC - SYRINGA MEYERI 'PALIBIN'
AutoCAD SHX Text
3
AutoCAD SHX Text
BM
AutoCAD SHX Text
11
AutoCAD SHX Text
GREEN MOUNTAIN BOXWOOD - BUXUS X 'GREEN MOUNTAIN'
AutoCAD SHX Text
SS
AutoCAD SHX Text
4
AutoCAD SHX Text
TEXAS MOUNTAIN LAUREL - SOPHORA SECUNDIFLORA
Page 5: Juvenile Justice Center Expansion · install pipe bollard. install dumpster enclosure. enclosure shall be 6' in height with gates. fence perimeter to be solid wood. install 6" reinforced

2018 TreanorHLc

Issued For:

Date:

This drawing is an instrument of service and shall remain

the property of TreanorHL. This drawing and the concepts

and ideas contained herein shall not be used, reproduced,

revised, or retained without the express written approval of

TreanorHL

Submission or distribution of this drawing to meet official or

regulatory requirements or for other purposes in connection

with the project is not to be construed as publication in

derogation of any of the rights of TreanorHL.

TreanorHL NO.

18

11

B

altim

ore

A

ve

Ka

nsa

s C

ity, M

isso

uri 6

41

08

Office

: 8

16

.2

21

.0

90

0

Fa

x: 8

16

.2

21

.4

99

2

ww

w.T

re

an

orH

L.co

m

TE

XA

S C

OR

PO

RA

TE

AU

TH

OR

IZ

AT

IO

N N

O. F

-1

29

41

A

B

C

D

12345

12345

A

B

C

D

3/2

6/2

01

8 4

:2

8:2

5 P

M

P:\_

Civil\JS

05

68

.0

00

1 B

ra

zo

s C

ou

nty Ju

ve

nile

\D

ra

win

gs\S

he

ets\S

ite

P

la

n\S

P1

04

P

AR

KIN

G L

OT

L

AN

DS

CA

PE

P

LA

N.d

wg

Ju

ve

nile

Ju

stice

C

en

te

r E

xp

an

sio

n

Brazos C

ounty

SITE PLAN

03/05/2018

1904 S

tate H

wy 21 W

Bryan, T

X 77803

JS0568.0001.00

REVISIONS

NO DESCRIPTION DATE

1 CITY COMMENTS 03/28/2018

PARKING LOT

LANDSCAPE PLAN

SP104

A

B

D

C

D

D

1

3

2

AutoCAD SHX Text
(1) UC
AutoCAD SHX Text
(4) BS
AutoCAD SHX Text
(4) BS
AutoCAD SHX Text
(1) UC
AutoCAD SHX Text
(2) SM
AutoCAD SHX Text
(4) BS
AutoCAD SHX Text
(5) IC
AutoCAD SHX Text
(9) LM
AutoCAD SHX Text
(8) IC
AutoCAD SHX Text
(20) LM
AutoCAD SHX Text
319
AutoCAD SHX Text
319
AutoCAD SHX Text
320
AutoCAD SHX Text
321
AutoCAD SHX Text
322
AutoCAD SHX Text
322
AutoCAD SHX Text
318
AutoCAD SHX Text
(1) UC
AutoCAD SHX Text
(1) ZS
AutoCAD SHX Text
(1) ZS
AutoCAD SHX Text
(14) NT
AutoCAD SHX Text
(1) CJ
AutoCAD SHX Text
(14)NTNT
AutoCAD SHX Text
(1) CJ
AutoCAD SHX Text
(14) NT
AutoCAD SHX Text
(1) CJ
AutoCAD SHX Text
(1) CJ
AutoCAD SHX Text
(14) NT
AutoCAD SHX Text
(4) BS
AutoCAD SHX Text
(4) BS
AutoCAD SHX Text
318
AutoCAD SHX Text
(1) UC
AutoCAD SHX Text
(4) BS
AutoCAD SHX Text
(4) BS
AutoCAD SHX Text
(1) UC
AutoCAD SHX Text
(4) LM
AutoCAD SHX Text
(4) LM
AutoCAD SHX Text
(13) LM
AutoCAD SHX Text
(13) LM
AutoCAD SHX Text
317
AutoCAD SHX Text
317
AutoCAD SHX Text
(1) SM
AutoCAD SHX Text
(1) ZS
AutoCAD SHX Text
(2) ZS
AutoCAD SHX Text
(1) ZS
AutoCAD SHX Text
(1) UC
AutoCAD SHX Text
(4) BS
AutoCAD SHX Text
(1) UC
AutoCAD SHX Text
THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT UNLESS SEALED, SIGNED, AND DATED BY THE DESIGN PROFESSIONAL. RELEASED FOR REVIEW ONLY. NOT FOR CONSTRUCTION. MATTHEW L. MURPHY, PE TEXAS PE #94639
AutoCAD SHX Text
1. EAST VISITOR PARKING LOT
AutoCAD SHX Text
2. WEST PARKING LOT AND STAFF ENTRY POINTS
AutoCAD SHX Text
SCALE: 1" = 10'
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
3. JJAEP VISITOR PARKING LOT
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1.SEE SHEET SP500 FOR ALL TURF AREAS.SEE SHEET SP500 FOR ALL TURF AREAS.
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
QTY.
AutoCAD SHX Text
NAME
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
KEY
AutoCAD SHX Text
COND.
AutoCAD SHX Text
5' O.C.
AutoCAD SHX Text
PLANT SCHEDULE
AutoCAD SHX Text
IC
AutoCAD SHX Text
13
AutoCAD SHX Text
DWARF BURFORD HOLLY - ILLEX CORNUTA 'DWARF BURFORD'
AutoCAD SHX Text
3,825 S.F.
AutoCAD SHX Text
DOUBLE SHREDDED HARDWOOD MULCH (3" LAYER MIN.)
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
2 GAL.
AutoCAD SHX Text
SHRUBS AND PERENNIALS
AutoCAD SHX Text
284 S.F.
AutoCAD SHX Text
1" LIMESTONE GRAVEL - 4" LAYER MIN.
AutoCAD SHX Text
1"
AutoCAD SHX Text
N/A
AutoCAD SHX Text
UC
AutoCAD SHX Text
7
AutoCAD SHX Text
CEDAR ELM - ULMUS CRASSIFOLIA
AutoCAD SHX Text
2 GAL. MIN.
AutoCAD SHX Text
SM
AutoCAD SHX Text
3
AutoCAD SHX Text
DWARF KOREAN LILAC - SYRINGA MEYERI 'PALIBIN'
AutoCAD SHX Text
7' O.C.
AutoCAD SHX Text
BS
AutoCAD SHX Text
36
AutoCAD SHX Text
DWARF ENGLISH BOXWOOD- BUXUS SEMPERVIRENS 'SUFFRUTICOSA'
AutoCAD SHX Text
3.5' O.C.
AutoCAD SHX Text
2 GAL.
AutoCAD SHX Text
SHADE TREES
AutoCAD SHX Text
3" CAL MIN.
AutoCAD SHX Text
B&B
AutoCAD SHX Text
GROUNDCOVER
AutoCAD SHX Text
PER DETAIL 8/L104
AutoCAD SHX Text
2 GAL.
AutoCAD SHX Text
1.5' O.C.
AutoCAD SHX Text
NT
AutoCAD SHX Text
56
AutoCAD SHX Text
MEXICAN FEATHER GRASS - NASSELLA TENUISSIMA
AutoCAD SHX Text
NATIVE GRASSES, PLUGS, AND TURF
AutoCAD SHX Text
LM
AutoCAD SHX Text
53
AutoCAD SHX Text
BIG BLUE LILYTURF - LIRIOPE MUSCARI
AutoCAD SHX Text
2 GAL.
AutoCAD SHX Text
1.5' O.C.
AutoCAD SHX Text
ZS
AutoCAD SHX Text
6
AutoCAD SHX Text
JAPANESE ZELKOVA - ZELKOVA SERRATA
AutoCAD SHX Text
CJ
AutoCAD SHX Text
4
AutoCAD SHX Text
SUPER RED FLOWERING QUINCE - CHAENOMELES JAPONICA 'MONED'
AutoCAD SHX Text
2 GAL.MIN.
AutoCAD SHX Text
SEE PLAN