ESBD_489524_1772492511058_Addendum 2 LSB 95915.pdf

(i) (ii)

REQUEST FOR PROPOSALS

FOR

GENERAL CONTRACTOR

FOR

SAM HOUSTON STATE UNIVERSITY

HUNTSVILLE, TEXAS

Life Science Building – Civil Repairs

RFP No.:

753-26-95915

Notice To All Respondents:

The following is Addendum No. 2 to the Request for Proposals (RFP)

ESBD Posting No. 753-26-95915 which was posted on February 12, 2026

Prepared By:

Chuck Jones

Director, Facilities Planning and Construction Sam Houston State University

2424 S. Sam Houston Ave.

Addendum No. 2 Issued March 2, 2026

I. Attachments:

a. Question and Responses submitted 02/26/2026

b. As-Built Drawings of Existing Footings

-END OF ADDENDUM NO. 2 -

Life Science Building – Civil Repairs

Questions 02/26/2026

Response: 03/02/2026

1. Detail 3 on Sheet C501 - Bioretention w/overflow inlet

a. Please confirm that this detail will only be used in the case that Alternate 1 is chosen and that there is no work related to it in the base bid.

i. If there is work related to it in the base bid, please describe the work.

GE_Response: The detail does not detail a bio swale, it is a overflow storm system for the rain garden. This work is based bid, it is labeled on the plans as overflow drains to be adjusted. We are adding a storm line and connecting it to the existing overflow drain that are currently draining to nothing.

ii. This detail reference 18" Pipe, however the plan sheets show the existing pipe to be 12". Please confirm what size the pipe is.

GE_Response: The alternate storm pipe should be 12” HDPE.

2. Sheet C100 calls for the existing streets that are removed to be reconstructed with 7" Concrete pavement. However, the site visit noted the existing streets appear to be asphalt. Should the repairs be concrete or asphalt pavement?

GE_Response: We are replacing the existing asphalt street corner with concrete. The Repairs will be all concrete.

3. The plans indicate that the base bid is to include cleaning and videoing of the existing pipe. Please indicate exactly which pipes are to be cleaned and videoed and the extent of the work.

GE_Response: The existing 12” line as apart of the add alternate, need to be attempted to be cleaned and jetted. See image below depicting the line to be cleaned and jetted.

4. There are several locations noted on the to remove and replace or extend existing retaining walls.

Please provide details for the walls and footings (or provide the as-builts from the construction of the existing walls).

Owner Response: see attached Drawings.

5. Please confirm that repair/replace of irrigation damaged by the work of the project is excluded from the scope as discussed in the pre-bid.

Owner Response: Yes, irrigation repairs will be done outside this project.

B1

W1

W1

DROP-OFF

FIELD EQUIPMENT

WASH DOWN

LOADING DOCK

WEST ENTRY

P3

C1

C1

R2

R1

SEE ARCH. DWGS.

FOR WALL

B2

B2

C2

C2

P1

P5

B2

Be2

SITE LIGHTING, TYP.

SEE ELEC. DWGS.

W4

Si1

W2

W1

CONCRETE JOINT

SPACING; MATCH

WALK WIDTH, TYP.

1 2 3 4 5 6

2 3 4 5 61

A

B

C

D

E

A

B

C

D

E

2016-03-25

Original Issue

Sheet Number

Sheet Name

Project Status

DD Review1

SAM HOUSTON

STATE UNIVERSITY

SHSU BIOLOGY LAB

CONSTRUCTION DOCUMENTS

2000 Avenue I, Huntsville, TX 77340

HDR. Architecture, Inc.

264175

10/20/15 -

1801 Main Street | Suite 1000 Houston, Texas 77002-8102 713.335.1900

MARK DATE DESCRIPTION

4800 Sugar Grove Blvd, Suite 315 Stafford, Texas 77477 713.621.0725

12600 Northborough Drive, Suite 290 Houston, Texas 77067 832.249.9379

713.805.5096

2800 FM 359

Richmond, Texas 77406 281.497.4171

221 West 6th Street, Suite 800 Austin, Texas 78701 512.330.1297

2825 Wilcrest, Suite 350 Houston, Texas 77042 713.780.7563

ENSIGHT HAYNES WHALEY, LLC

4b TECHNOLOGY GROUP, LLC

PROJECT COST RESOURCES, INC.

TEAM HOKE

WALTER P. MOORE

SHAH SMITH & ASSOCIATES, INC.

2016-05-202

2016-06-023

2016-07-014

2016-07-155

LS100

SITE HARDSCAPE

LAYOUT PLAN

01020 20

GRAPHIC SCALE IN FEET

N

HARDSCAPE KEY

4/9P1 STANDARD CONCRETE PAVING - PEDESTRIAN

SCORED CONCRETE PAVEMENT

2' WIDE CONCRETE MOW STRIP

HEAVY DUTY CONCRETE - VEHICULAR

MECHANICAL PAD

BULL ROCK; 1" - 3" RIVER STONE

GRAY TO BUFF IN COLOR

P2

PAVING

A5W1 10" WIDE RETAINING WALL

18" WIDE RETAINING/SEAT WALL

BURNISHED BLOCK SCREEN WALL/

RETAINING WALL

BURNISHED BLOCK SCREEN WALL

W2

WALLS

B1S1 STANDARD STAIRS

ACCESSIBLE RAMP WITH HAND RAILS

ACCESSIBLE CURB RAMP

A1R1

STAIRS & RAMPS

10P3

1B1 REMOVABLE BOLLARDS; PAINTED

YELLOW PER SHSU STDS.

ORNAMENTAL BOLLARD; PAINTED

YELLOW PER SHSU STDS.

* INDICATES SURFACE MOUNTED BOLLARD

SITE FEATURES

1P4

12/15R2

20B2

C3Bi1

G1

1. CONTRACTOR SHALL LAYOUT ALL SITE

ELEMENTS FOR A/E APPROVAL PRIOR

TO INSTALLATION.

2. CONTRACTOR SHALL LAYOUT ALL

SIGNAGE & STRIPING FOR A/E

APPROVAL PRIOR TO INSTALLATION.

3. SEE SHEETS CG-300 THROUGH CG-303

FOR GRADING DRAINAGE AND

STORMWATER.

4. SEE SHEETS CS-200 THROUGH CS-203

FOR CIVIL SITE LAYOUT PLAN.

5. SEE ELECTRICAL DRAWINGS FOR SITE

LIGHTING INFORMATION.

6. SEE DETAIL E1/LS520 FOR SITE LIGHTING

BASES AT VARYING SITE CONDITIONS.

LAYOUT NOTES

6" CONCRETE CURB AND GUTTER

ROLLOVER CURB

DOWELED CURB

18C1

3C2

CURBS

19P5

C4Be1

A5P6

A1W3

A3

A3W4

C4Si1

T1

4/9

7C3

WOOD BENCH APPLICATION AT SEAT WALL

WOOD BENCH APPLICATION AT

FREESTANDING SEAT WALL

BICYCLE RACK

DRAINAGE DISTRIBUTION CHANNEL

SEE SHEET CS404

MONUMENT SIGN; SEE SIGNAGE PACKAGE

TRASH RECEPTACLE; SEE SPECIFICATION

D1Be2

6 2016-08-04

7 2017-05-05

8 2017-06-30

7/17/17

REISSUED AS PART OF ASI 15.2 10/13/17

- REPLACING ASI 15

EXISTING WALL

TO REMAIN

CONC. SCULPTURE PEDESTAL;

SEE STRUCT. DWGS.;

SCULPTURE BY OTHERS /

C P4 S52

AP1

<A

S1

P1 mP1 W

P1 SITE LIGHTING, TYP.

SEE ELEC. DWGS.P1

P1

Boulevard 50’ R.O.W.

A P1 A2P1■e- P1 R1B1

P12\R2 P 4P1 □ □ □ □P1

=7 S1

0)SITE LIGHTING, TYP

SEE ELEC. DWGS Sc\ S1

01 f pSw P1

/b\ G1 S1 S1S1 4:

Bowers Bou levard Cal led 50’ R.O.W.

S1C1 □

P2 Z J □ a

3fc P1 O O o oSITE L

SEE

GHTING, TYP

ELEC. DWGS

T1 C oBi1 c

S1T1 S52 o rl

PROP. BUILDING

F.F.E. 442.00

\P3 R2

P4

\C1 T1 D4 wP1 \B 1 w

GREEN HOUSE \\o \CD ^ o C lO \ wP1o 2 GREENHOUSE P3> / w< =

\u

P1P5 P2GENERATOR

<fKC1 \UTILITY YARD

(EGEN & TRANS)

\ \\4 V

P6 R1

3TRANSF

0RMER

SWITCH SITE LIGHTING, TYP.

SEE ELEC. DWGS. \R2

w pi

T wDUMPSTER o o f — f

GAS METER LOCATION5' CLR.

TYP.

REVISED EDGE OF

EXISTING PARKING

EXISTING PARKINGP4

R2 C3 w C1 \\

SITE HARDSCAPE LAYOUT PLAN - OVERALL

SCALE: 1"=20'

B

CS501

CS501

CS501

CS500

LS520

LS521

LS520

LS521

LS521

CS502

CS501

A

CS501

CS501

CS501

LS520

LS520

CS501

LS520

LS521

LS520

CS404

LS521

Sam Houston State University

BP 2 (Civil / Structl / Elevators) For Review

BP 2 (Civil / Structl / Elevators) For Bidding BP 3 (ENVELOPE/FINISH/MEP) 90% CDs - FOR

REVIEW

BP 3100% CDs - FOR CONSTRUCTION

BP 3 - ADDENDUM 02

ASI #05

ASI #15

D.

c4 7aV 4.

oo: 73

Revision History

Add. 03 Retaining Wall Finish

LS520

SITE DETAILS

1 2 3 4 5 6

2 3 4 5 61

A

B

C

D

E

A

B

C

D

E

2016-03-25

Original Issue

Sheet Number

Sheet Name

Project Status

DD Review1

SAM HOUSTON

STATE UNIVERSITY

SHSU BIOLOGY LAB

CONSTRUCTION DOCUMENTS

2000 Avenue I, Huntsville, TX 77340

HDR. Architecture, Inc.

264175

10/20/15 -

1801 Main Street | Suite 1000 Houston, Texas 77002-8102 713.335.1900

MARK DATE DESCRIPTION

4800 Sugar Grove Blvd, Suite 315 Stafford, Texas 77477 713.621.0725

12600 Northborough Drive, Suite 290 Houston, Texas 77067 832.249.9379

713.805.5096

2800 FM 359

Richmond, Texas 77406 281.497.4171

221 West 6th Street, Suite 800 Austin, Texas 78701 512.330.1297

2825 Wilcrest, Suite 350 Houston, Texas 77042 713.780.7563

ENSIGHT HAYNES WHALEY, LLC

4b TECHNOLOGY GROUP, LLC

PROJECT COST RESOURCES, INC.

TEAM HOKE

WALTER P. MOORE

SHAH SMITH & ASSOCIATES, INC.

2016-05-202

2016-06-023

2016-07-014

2016-07-155

BULL ROCK;

2" - 3" RIVER STONE

COMPACTED

SUBGRADE

OR STRUCTURAL FILL

FINISHED

GRADE

METHOD OF

CONTAINMENT

VARIES; SEE PLANS

SEE PLANS

FOR DIMENSIONS

NOTES:

1. NO FILTER FABRIC TO

BE USED, PER SHSU.

6" 6"SEE PLANS

3"

6x6 W1.4xW1.4 WWF

IN TOP 1/3 OF SLAB

1 1/2" O.D. ANODIZED ALUMINUM HANDRAIL

SET IN CAST-IN-PLACE SLEEVE &

FILLED WITH NON-SHRINK GROUT.

SET POSTS MIN. 6" INTO CONCRETE

SIMILAR TO B1/LS520 HANDRAIL

CONCRETE SIDEWALK

DET. 14/CS501

3" O.D. ESCUTCHEON PLATE

SEE PLANS

6" CRUSHED STONE OR

STRUCTURAL FILL

FINISHED GRADE

3/8" X 6" ANOD. ALUM. KICK PLATE

4' MAX.

SEE PLAN VIEW

12" 12"

SEE PLAN

FIN.

GRADE

6" DENSE COMPACTED AGGREGATE SUBBASE

COMPACTED SUBGRADE

CHEEK WALL, BEYOND

WHERE APPLICABLE; SEE PLANS

2-1/4" O.D. GALV.

STEEL SLEEVE SET IN

NON-SHRINK GROUT

AND TOP WITH 4" DIA.

ESCUTCHEON.NOTES:

1. SUBMIT SHOP DRAWINGS FOR APPROVAL.

2. PROVIDE HANDRAILS AT EACH SIDE OF THE STEPS. PROVIDE ADDITIONAL

RAIL AT CENTER OF STEPS WHERE INDICATED ON PLANS.

3. STAIR NOSING SHALL HAVE AN ANGLED RISER OF NO GREATER THAN 30°.

4. SEE STRUCTURAL DRAWINGS FOR REINFORCING, FOOTING SIZES AND

STRUCTURAL INFORMATION.

R3"

1 1/2" O.D. ANODIZED

ALUMINUM HANDRAIL

SEE NOTE 2

34.00

47.00

60.00

3.00

1.50

3.96

SECTION

PLAN

2" SCH 40 STEEL PIPE

ADJ. SURFACE

CONC.

FOOTING

18.00

12.00

NOTES:

INSTALLATION TO BE

COMPLETED IN

ACCORDANCE WITH

MANUFACTURER'S

SPECIFICATIONS.

SEE STRUCTURAL DRAWINGS

FOR REINFORCING AND FOOTING

DIMENSIONS.

1" RADIUS;

BOTH SIDES

ADJACENT SURFACE, SEE PLANS

TOPSOIL PLANTING MEDIUM;

SEE SPECS FOR DEPTHS

1'-6"

COMPACTED

SUBGRADE

NOTES:

1. ALL EXPOSED CONCRETE SURFACES TO

HAVE 'SMOOTH RUBBED FINISH' PER

SPEC SECTION 03 30 00.

2. SEE CG300 FOR DRAINAGE.

3. SEE STRUCTURAL DRAWINGS (S-311) FOR

REINFORCING AND FOOTING DIMENSIONS

SEE NOTE 2

1" RADIUS;

BOTH SIDES

CONCEALED

MOUNTING

BRACKET, TYP.

RETAINING WALL; SEE

DETAIL A3/LS520

1 X 4 IPE

1'-6"

SECTION

ELEVATIONBASE OF WALL

1 X 4 IPE

SEE NOTE 1

SEE

NOTE 1

NOTES:

1. ALL EXPOSED WALL

SURFACES SHALL

RECEIVE A SMOOTH

RUBBED FINISH.

CL

LIGHT POST, SEE ELEC. DWGS.

1-1/4" LEVELING GAP TO BE

FILLED WITH GROUT, TO ASSIST

IN PREVENTING MOISTURE

FROM ENTERING THE POLE;

CHAMFER GROUT AT 45°

CONCRETE FOOTING, SET

TOP 2" ABOVE GRADE, 1"

CHAMFER EDGE @ 45°

2" MULCH LAYER

FINISH GRADE @

ADJACENT PLANTING OR

LAWN, SEE PLAN

ANCHOR BOLTS AS

RECOMMENDED BY

MANUFACTURER

CONCRETE FOOTING,

SEE ELEC. DWGS.

CONDUIT, SEE

ELEC. DWGS.

@ TYPICAL PLANTING

SECTION

CL

LIGHT POST, SEE

ELEC. DWGS.

1-1/4" LEVELING GAP TO BE

FILLED WITH GROUT, TO

ASSIST IN PREVENTING

MOISTURE FROM ENTERING

THE POLE; CHAMFER GROUT

AT 45°

2" MULCH LAYER

FINISH GRADE @

ADJACENT BIORETENTION

PLANTING, SEE PLAN

ANCHOR BOLTS AS

RECOMMENDED BY

MANUFACTURER

CONCRETE FOOTING,

SEE ELEC. DWGS.

CONDUIT, SEE

ELEC. DWGS.

@ BIORETENTION PLANTING

SECTION

CL

@ CONCRETE PAVING

SECTION

LIGHT POST, SEE ELEC. DWGS.

1-1/4" LEVELING GAP TO BE

FILLED WITH GROUT, TO ASSIST

IN PREVENTING MOISTURE FROM

ENTERING THE POLE; CHAMFER

GROUT AT 45°

ANCHOR BOLTS AS

RECOMMENDED BY

MANUFACTURER

CONCRETE

FOOTING, SEE

ELEC. DWGS.

CONDUIT, SEE

ELEC. DWGS.

CONCRETE PAVING,

FINISH GRADE

EXPANSION

JOINT, TYP.

@ CONCRETE PAVING EDGE

SECTION

CL

1'-0" MIN.

LIGHT POST, SEE

ELEC. DWGS.

1-1/4" LEVELING GAP TO BE

FILLED WITH GROUT, TO

ASSIST IN PREVENTING

MOISTURE FROM ENTERING

THE POLE; CHAMFER GROUT

AT 45°

CONCRETE FOOTING, SET

TOP 4" ABOVE GRADE, 1"

CHAMFER EDGE @ 45°

FINISH GRADE @

ADJACENT PLANTING

OR LAWN, SEE PLAN

ANCHOR BOLTS AS

RECOMMENDED BY

MANUFACTURER

CONCRETE FOOTING,

SEE ELEC. DWGS.

CONDUIT, SEE

ELEC. DWGS.

CONCRETE PAVING,

FINISH GRADE

6 2016-08-04

Revision History

LS521

SITE DETAILS

1 2 3 4 5 6

2 3 4 5 61

A

B

C

D

E

A

B

C

D

E

2016-03-25

Original Issue

Sheet Number

Sheet Name

Project Status

DD Review1

SAM HOUSTON

STATE UNIVERSITY

SHSU BIOLOGY LAB

CONSTRUCTION DOCUMENTS

2000 Avenue I, Huntsville, TX 77340

HDR. Architecture, Inc.

264175

10/20/15 -

1801 Main Street | Suite 1000 Houston, Texas 77002-8102 713.335.1900

MARK DATE DESCRIPTION

4800 Sugar Grove Blvd, Suite 315 Stafford, Texas 77477 713.621.0725

12600 Northborough Drive, Suite 290 Houston, Texas 77067 832.249.9379

713.805.5096

2800 FM 359

Richmond, Texas 77406 281.497.4171

221 West 6th Street, Suite 800 Austin, Texas 78701 512.330.1297

2825 Wilcrest, Suite 350 Houston, Texas 77042 713.780.7563

ENSIGHT HAYNES WHALEY, LLC

4b TECHNOLOGY GROUP, LLC

PROJECT COST RESOURCES, INC.

TEAM HOKE

WALTER P. MOORE

SHAH SMITH & ASSOCIATES, INC.

2016-05-202

2016-06-023

2016-07-014

2016-07-155

INVERTED BOND BEAM

AS WALL CAP

GROUT GAP SOLID

8" BURNISHED BLOCK

BACKUP WALL, SEE

SPECS FOR TYPE

STRUCT'L SLAB AT

UTILITY YARD

STEEL REINFORCED

BOND BEAM; SEE

STRUCT. (S-311)

GROUT GAP SOLID

8" BURNISHED BLOCK

BACKUP WALL, SEE

SPECS FOR TYPE

CONCRETE PAVEMENT AT

UTILITY YARD

BLOCK SHELF

FINISHED GRADE

VARIES

SCREEN WALL AT RETAINING CONDITION SCREEN WALL AT GRADE

SEE STRUCT. DWGS.

FOR WALL AND REINF.

(S-311)

SEE STRUCT. DWGS.

FOR WALL AND REINF.

(S-311)

SEE STRUCT. DWGS.

FOR WALL AND REINF.

(S-311)

SEE STRUCT. DWGS.

FOR WALL AND REINF.

(S-311)

STEEL REINFORCED

BOND BEAM; SEE

STRUCT. (S-311)

INVERTED BOND

BEAM AS WALL CAP

NOTES:

1. PROVIDE 2" GAP BETWEEN

WALL AND BUILDING WHERE

APPLICABLE.

2. SEE SPECIFICATIONS FOR

BLOCK TYPE, FINISH, AND

COLOR.

NOTES:

1. PROVIDE 2" GAP BETWEEN

WALL AND BUILDING WHERE

APPLICABLE.

2. SEE SPECIFICATIONS FOR

BLOCK TYPE, FINISH, AND

COLOR.

CANOPY ATTACHMENT

WHERE APPLICABLE;

SEE ARCH. AND

STRUCT. PLANS FOR

ATTACHMENT DETAILS

SEE STRUCTURAL DRAWINGS

FOR REINFORCING AND FOOTING

DIMENSIONS.

1" RADIUS; BOTH SIDES

(UNLESS TW IS FLUSH

WITH PAVEMENT)

ADJACENT SURFACE,

SEE PLANS

ADJACENT SURFACE

10"

COMPACTED

SUBGRADE

NOTES:

1. ALL EXPOSED CONCRETE SURFACES TO

HAVE 'SMOOTH RUBBED FINISH' PER

SPEC SECTION 03 30 00.

2. SEE CG300 FOR DRAINAGE.

3. SEE STRUCTURAL DRAWINGS (S-311) FOR

REINFORCING AND FOOTING DIMENSIONS

SEE NOTE 2

BRICK VENEER;

SEE NOTE 4

NOTES:

1. SIGN PANEL

1.1. SIGN UNIT TO BE PROVIDED BY OTHERS.

2. MOUNTING

2.1. PANEL TO BE MOUNTED TO MASONRY BASE. MOUNTING BRACKETS PROVIDED BY

OTHERS. BASE TO BE CONSTRUCTED OF BRICK TO MATCH CAMPUS STANDARD AND

CONSTRUCTED OVER REINFORCED CONCRETE FOOTING (SEE STRUCT'L DRAWINGS).

3. HEIGHT VARIES AS GRADE SLOPES. PROVIDE AN AVERAGE OF 3 COURSES OF BRICK PLUS

THE ROW LOCK CAP.

4. BRICK TYPE SHALL BE TYPE FB-1 TO MATCH ARCHITECTURAL.

5. CONFIRM FINAL SIZE OF SIGN BASE WITH SIGNAGE PACKAGE.

BRICK VENEER; DOVETAIL ANCHORS

EVERY OTHER COURSE; SEE NOTE 4

SEE STRUCT'L DWGS FOR

CONCRETE BASE

PLAN

SECTION - LONGITUDINAL SECTION

SEE STRUCT'L DWGS FOR

CONCRETE BASE

FINISHED GRADE

ROW LOCK BRICK CAP

MOUNT SIGN TO CONC. WALL

END ELEVATIONFRONT ELEVATION

BRICK ROW LOCK CAP

SIGN PANEL

BY OTHERS

BRICK VENEER;

SEE NOTE 4

BRICK ROW LOCK CAP

SIGN PANEL

BY OTHERS

MIN. 1 COURSE BELOW GRADE

SIGN UNIT; BY OTHERS

SIGN UNIT; BY OTHERS

GRADE

1" RADIUS;

BOTH SIDES

CONCEALED

MOUNTING

BRACKET, TYP.

WALL; SEE DETAIL

A3/LS520 (SIMILAR)

1 X 4 IPE

1'-10"

SECTION

ELEVATIONBASE OF WALL

1 X 4 IPE

SMOOTH RUBBED

FINISH (EXPOSED

WALL)

6 2016-08-04

A5

A1

A5

A3

A3

A3

A5

A5

LS522

SITE SECTIONS

1 2 3 4 5 6

2 3 4 5 61

A

B

C

D

E

A

B

C

D

E

2016-03-25

Original Issue

Sheet Number

Sheet Name

Project Status

DD Review1

SAM HOUSTON

STATE UNIVERSITY

SHSU BIOLOGY LAB

CONSTRUCTION DOCUMENTS

2000 Avenue I, Huntsville, TX 77340

HDR. Architecture, Inc.

264175

10/20/15 -

1801 Main Street | Suite 1000 Houston, Texas 77002-8102 713.335.1900

MARK DATE DESCRIPTION

4800 Sugar Grove Blvd, Suite 315 Stafford, Texas 77477 713.621.0725

12600 Northborough Drive, Suite 290 Houston, Texas 77067 832.249.9379

713.805.5096

2800 FM 359

Richmond, Texas 77406 281.497.4171

221 West 6th Street, Suite 800 Austin, Texas 78701 512.330.1297

2825 Wilcrest, Suite 350 Houston, Texas 77042 713.780.7563

ENSIGHT HAYNES WHALEY, LLC

4b TECHNOLOGY GROUP, LLC

PROJECT COST RESOURCES, INC.

TEAM HOKE

WALTER P. MOORE

SHAH SMITH & ASSOCIATES, INC.

2016-05-202

2016-06-023

2016-07-014

2016-07-155

1. CONTRACTOR SHALL LAYOUT ALL SITE

ELEMENTS FOR A/E APPROVAL PRIOR

TO INSTALLATION.

2. SEE SHEETS CG-300 THROUGH CG-303

FOR GRADING DRAINAGE AND

STORMWATER.

3. SEE SHEETS CS-200 THROUGH CS-203

FOR CIVIL SITE LAYOUT PLAN.

LAYOUT NOTES

6 2017-05-05

7 2017-07-17

8 2017-08-02

7/17/178/2/17

REISSUED AS PART OF ASI 15.2 10/13/17

- REPLACING ASI 15.1

CONC. RETAINING

WALL

WALKWAY RAMP

W/ HANDRAILS

CONC. RETAINING

WALLLS520 CONC. RETAINING

LS5207 WALL CONC. RETAINING

WALL

VEGETATION; SEE

LANDSCAPE PLANS CONCRETE WALK LS520

CS501 LS521CONCRETE WALK

CS501 CONCRETE WALK

ILLUMINATED

BOLLARD, TYP.;

SEE ELEC.

CS501 CONCRETE WALK ^

CONCRETE

WALK

CS501

CS501m mmmmk

* LS520\r^ m

?■-I ■ ^gp. j , imm mi rap ■ ti A, r, r, .-*1 • V mmm M it ti- dH ti ll

•S'.

ah.m —%yj

ZiL \.i rWf. -WM■»5 mm

10-9 VEGETATED AREA 5-0 PONDING BASIN 5-0 PONDING BASIN 5-0 BIO-RETENTION 6-0 SLOPE AND BASIN 6-0 SLOPE AND BASIN 7* 7^ 7^ 7* 7^ * 7'-r-6" T-6"

D1 SITE SECTION AT STORMWATER TERRACE - EAST/WEST

SCALE: 1" = 10*

BUILDING

CONC. RETAINING

WALL

CONC. WALK

A5 CONC. RETAINING

WALLLS521 LS521

CONC. MOW

STRIPCS501

psisPSSSSM. W5&

: • 3SS!

CS501

sSPS;i m ■mmmm V

F (rafts* '-s

*..v

TTJfm mr'%

.-r/' mV1?

raattfr.* If*’Mir* is* lh liiiiiiiii

35-2 8-0 BIO-RETENTION AREA CONC. WALK

// 7£ 10"

C1 SITE SECTION AT STORMWATER TERRACE - NORTH/SOUTH

SCALE: 1" = 10’

A C4 SITE SECTION AT SCULPTURE PEDESTAL

SURFACE GRADE

SURFACE GRADE

CONC. RETAINING WALL

(10" WIDE)

ARCH. REVEAL-SEE D1/LS524 AND

STRUCT. DWGS.; SEE NOTE 5

SEE STRUCT. DWGS.

LS521

TW 441.93 TW 441 93

Z

NOTES:439.43 +

1.

2.TURN REVEAL DOWN TO GRADE

WHERE PEDESTAL MEETS WALL;

TYP. BOTH SIDES. 3.

4.

CONC. FOOTING

BELOW GRADE;

SEE STRUCT. DWGS.

SEE PLANS FOR WALL DIMENSIONS.

SEE CIVIL DRAWINGS FOR FULL

GRADING PLANS.

FIELD VERIFY ALL SPOT AND TOP OF

FOOTING ELEVATIONS. SEE

STRUCTURAL DETAILS.

ALL EXPOSED SURFACES SHALL HAVE

A 'SMOOTH RUBBED FINISH' PER

REVEAL SHALL CONTINUE AROUND

ENTIRE PERIMETER OF SCULPTURE

PEDESTAL.

SCALE: 1" = 4'

CONCRETE

STEPS (5 R)

WITH HANDRAIL

CONCRETE

STEPS (5 R)

WITH HANDRAIL

oop^TW 449.

TS47 50 447 30

TW 446 00

TS 444 20

h TW 444 00

TF 444 80

BS 441 70

F + 441.27TF 441 70

1I

TF 438.77 TF 438.77

SURFACE GRADE

CONC. RETAINING WALL

LS52V (10" WIDE)

NOTES:

1. SEE PLANS FOR WALL DIMENSIONS.

2. SEE CIVIL DRAWINGS FOR FULL

GRADING PLANS.

3. FIELD VERIFY ALL SPOT AND TOP OF

FOOTING ELEVATIONS. MAINTAIN 2'-6

COVER AT TOP OF FOOTING PER

STRUCTURAL DETAILS.

CONC. FOOTING

BELOW GRADE

HARDSCAPE GRADE

BEYOND WALL

TW 441.93

1 L / 1 L / 1 1

1" R., TYP.

CS501

A •

CONCRETE WALL;

SEE STRUCT. DWGS.

CONCRETE WALK

£0RK9H

V'.iT'*

CS505

RAIN GARDEN

CONC. FOOTING; SEE

STRUCT. DWGS.

NOTES:

1. SEE PLANS FOR WALL DIMENSIONS.

2. SEE CIVIL DRAWINGS FOR FULL

GRADING PLANS.

3. FIELD VERIFY ALL SPOT AND TOP OF

FOOTING ELEVATIONS. MAINTAIN 2'-6"

COVER AT TOP OF FOOTING PER

STRUCTURAL DETAILS.

4. ALL EXPOSED SURFACES SHALL HAVE

A 'SMOOTH RUBBED FINISH' PER

SPEC SECTION 03 30 00.

$1 Sam Houston State University

BP 2 (Civil / Structl / Elevators) For Review BP 2 (Civil / Structl / Elevators) For Bidding BP 3 (ENVELOPE/FINISH/MEP) 90% CDs - FOR

REVIEW

BP 3100% CDs - FOR CONSTRUCTION

ASI #005

ASI #15

ASI #15.1

n A WALL SECTION A' - A” SOUTH EAST RETAINING WALL

D I SCALE: 1" = 4' A B5 WALL SECTION AT SCULPTURE PEDESTAL

SCALE: NTS

cy..

vCi • <<

<3V

Oa: h

+ r.

O*.. 5466

£>£ OF

RFI 0003

Dimensions Elevations & TOW

A5

A3

A3 A3

A3

A5 A5

A3

A3

A3

A5

A5

A5

LS523

SITE SECTIONS

1 2 3 4 5 6

2 3 4 5 61

A

B

C

D

E

A

B

C

D

E

2016-03-25

Original Issue

Sheet Number

Sheet Name

Project Status

DD Review1

SAM HOUSTON

STATE UNIVERSITY

SHSU BIOLOGY LAB

CONSTRUCTION DOCUMENTS

2000 Avenue I, Huntsville, TX 77340

HDR. Architecture, Inc.

264175

10/20/15 -

1801 Main Street | Suite 1000 Houston, Texas 77002-8102 713.335.1900

MARK DATE DESCRIPTION

4800 Sugar Grove Blvd, Suite 315 Stafford, Texas 77477 713.621.0725

12600 Northborough Drive, Suite 290 Houston, Texas 77067 832.249.9379

713.805.5096

2800 FM 359

Richmond, Texas 77406 281.497.4171

221 West 6th Street, Suite 800 Austin, Texas 78701 512.330.1297

2825 Wilcrest, Suite 350 Houston, Texas 77042 713.780.7563

ENSIGHT HAYNES WHALEY, LLC

4b TECHNOLOGY GROUP, LLC

PROJECT COST RESOURCES, INC.

TEAM HOKE

WALTER P. MOORE

SHAH SMITH & ASSOCIATES, INC.

2016-05-202

2016-06-023

2016-07-014

2016-07-155

C O

N T

'D

S E

E D

E T

A

IL

C /L

S

C O

N T

'D

S E

E D

E T

A

IL

A /L

S

C O

N T

'D

S E

E D

E T

A

IL

A /L

S

C O

N T

'D

S E

E D

E T

A

IL

B /L

S

RFI 0003

Dimensions Elevations & TOW

PROP. BUILDING

F.F.E. 442.00

GREENHOUSE

TRANSF

ORMER

SWITCH

GENERATOR

S-311

S-311

S-311

S-311

S-201

S-201

S-311

S-311

S-311

S-311

S-311

S-311

S-311

S-311

S-311

S-311

S-311

S-311

S-311

S-311

SEE 23/S-303FOR STAIRS

SEE 21/S-303 FOR RAMP

S-311

S-311

S-311

S-311

S-311

SEE 20/S-301 FOR LIGHT-POLE

S-311

PLAN

NORTH

KEY PLAN

0 8'-0" 16'-0" 32'-0"

1 2 3 4 5 6

2 3 4 5 61

A

B

C

D

E

A

B

C

D

E

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

4800 Sugar Grove Blvd, Suite 315 Stafford, Texas 77477 713.621.0725

12600 Northborough Drive, Suite 290 Houston, Texas 77067 832.249.9379

713.805.5096

2800 FM 359

Richmond, Texas 77406 281.497.4171

221 West 6th Street, Suite 800 Austin, Texas 78701 512.330.1297

2825 Wilcrest, Suite 350 Houston, Texas 77042 713.780.7563

ENSIGHT HAYNES WHALEY, LLC

4b TECHNOLOGY GROUP, LLC

PROJECT COST RESOURCES, INC.

TEAM HOKE

TEXAS FIRM REGISTRAGTION NO. F-12745

4800 SUGAR GROVE, SUITE 315

STAFFORD. TEXAS 77477 T 713.621.0725

F 713.458.7758 www.ensighthayneswhaley.com

EHW-15-503

HDR Architecture, Inc.

1801 Main Street | Suite 1000 Houston, TX 77002-8102 713.335.1900

264175

SHAH SMITH & ASSOCIATES, INC.

WALTER P. MOORE

BASEMENT WALLS,

FOUNDATION AND SITE

STRUCTURE

X:\Projects\2015\S15026 SHSU Biology Lab Bldg\Revit\S15026 - SHSU Biology Lab Bldg.rvt

/4

/2

:0 :3

A

M

S-100

SITE PLAN

SAM HOUSTON

STATE UNIVERSITY

BIIOLOGY

LABORATORY

BUILDING

CONSTRUCTION DOCUMENTS

2000 AVENUE I,

HUNTSVILLE, TX

77340

06-02-2016 -

SCALE: 1/16" = 1'-0"

1 SITE PLAN

MARK DATE DESCRIPTION

1 6-2-2016 BP 2 (Civil / Structl / Elevators) For Bidding

2 7-15-2016 BP-3 100% CDs - FOR

CONSTRUCTION

3 8-4-2016 BP-3 - ADDENDUM 02

08/04/2016

Revision History

RFI 0309

W Sect of Rain Garden Wall & Footing Clars

RFI 0308

RFI 278 Rain Garden HDPE Piping Slope Clars

#8 @ 4" O.C. (VERT)

#5 @ 18" O.C. (HORIZ)

EACH FACE, TYPICAL

(6) #5 CONTINOUS (LONGITUDINAL)

#5 @ 12" O.C. (TRANSVERSE)

TOP AND BOTTOM

T .O

F

T G

E L

#5 CONTINUOUS

2'-6"

#6 @ 32" O.C.

M

IN

M A

X

M A

X

1' - 7"

8"

1' - 8" 3' - 2"

SEE PLAN FOR SLAB,

TYPICAL

#5 @ 12" O.C.

2'-6"

L A

P S

P L

IC

E

C L A

S S

B T

E N

S

IO

N

(2) #5 CONTINUOUS

TYPICAL

R E

A

R C

H 'T

8" CMU WALL

#5 @ 18" O.C.

#4 HAIRPIN @ 12" O.C.

1'-0"

1'-0"

C L R

C L R

2" CLR

L E

V E

L

F

IN

F L R

#6 @ 32" O.C. EMBEDDED 7"

MIN W/ HILTI-RE 500-SD

ADHESIVE

7' - 1"

L A

P S

P L

IC

E

C L A

S S

B T

E N

S

IO

N

(4) #5 CONTINOUS (LONGITUDINAL)

#5 @ 18" O.C. (TRANSVERSE)

TOP AND BOTTOM

T .O

F

T G

E L

RE: CIVIL FOR

SIDEWALK

#8 @ 14" O.C. (VERT)

#5 @ 18" O.C. (HORIZ)

EACH FACE

M

IN

M A

X

1' - 0" 10"

3' - 0"

#4 DOWEL x 2'-0" LONG @ 12" O.C.

EMBEDDED 6" WITH HILTI-HY 200

ADHESIVE OR EQUIVALENT

TYPICAL

4' - 10"

F

IN

F L R

E L

SEE PLAN FOR SLAB, TYPICAL

3/4" JOINT

SLOPE

(2) #5 CONTINUOUS

RE: LANDSCAPE FOR FINISH, TYPICAL

1' - 0"

T .O

S

L A

B E

L

S E

E P

L A

N

RE: CIVIL FOR

PAVING

TYPICAL

1' - 2"

(3) #7 CONTINUOUS

TOP AND BOTTOM

TYPICAL 3

M A

X

(2) #5 CONTINUOUS, TYPICAL

#6 @ 32" O.C.

8" CMU WALL, TYPICAL

BOND BEAM, TYPICAL

T .O

S

L A

B E

L

S E

E P

L A

N

1' - 2"

L A

P S

P L

IC

E

C L A

S S

B T

E N

S

IO

N

(4) #5 CONTINOUS (LONGITUDINAL)

#5 @ 18" O.C. (TRANSVERSE)

TOP AND BOTTOM

T .O

F

T G

E L

RE: CIVIL FOR

SIDEWALK

#8 @ 14" O.C. (VERT)

#5 @ 18" O.C. (HORIZ)

EACH FACE

M

IN

M A

X

1' - 0" 1' - 6" 3' - 0"

5' - 6"

T .O

S

L A

B E

L

S E

E P

L A

N

1' - 2"

M A

X

T .O

F

T G

E L 4

M

IN

M A

X

2' - 3" 1' - 8" 3' - 2"

7' - 1"

T .O

S

L A

B E

L

S E

E P

L A

N

M A

X

8X4 ALUMINUM TUBE AND

CONNECTION NOT BY EHW

L8X4X1/2 x 0'-3" LONG

W/ 2" SLIP CONNECTION

3/4" X 0'-5" LONG KWIK BOLT

1' - 2"

3/16

3 SIDES

L A

P S

P L

IC

E

C L A

S S

B T

E N

S

IO

N

(3) #5 CONTINOUS (LONGITUDINAL)

#5 @ 18" O.C. (TRANSVERSE)

TOP AND BOTTOM

T .O

F

T G

E L

RE: CIVIL FOR

SIDEWALK

#5 @ 14" O.C. (VERT)

#5 @ 14" O.C. (HORIZ)

EACH FACE

M

IN

M A

X

1' - 0"

1' - 0"

1' - 0"

3' - 0"

RE: ARCH FOR FINISH

T .O

S

L A

B E

L

S E

E P

L A

N

MIN

8"

ADDITIONAL #5 CONTINUOUS

#4 HAIRPIN @ 12" O.C.

GREENHOUSE STRUCTURE AND

CONNECTION NOT BY EHW

(2) #4 CONTINUOUS

F

IN

IS

H

E D

G R

A D

E E

L

RE: ARCHITECT

FOR FINISH

M A

X

M A

X

#5 @ 12" O.C.

CENTER OF WALL

#4 HAIRPIN @ 12"

O.C. EACH FACE

#5 @ 12" O.C.

EACH FACE

3' - 6"

#5 @ 12" O.C.

TOP AND BOTTOM

1' - 3 1/2"

R E

A

R C

H

IT

E C

T

INFILL AROUND

CONNECTION

4 1/2" 6 1/2" 4 1/2"

(4) #5 TOP AND BOTTOM

T .O

F

T G

E L

1' - 1 1/4" 1' - 1 1/4"

PLAN

NORTH

KEY PLAN

1 2 3 4 5 6

2 3 4 5 61

A

B

C

D

E

A

B

C

D

E

Project Number

Original Issue

Sheet Number

Sheet Name

Project Status

4800 Sugar Grove Blvd, Suite 315 Stafford, Texas 77477 713.621.0725

12600 Northborough Drive, Suite 290 Houston, Texas 77067 832.249.9379

713.805.5096

2800 FM 359

Richmond, Texas 77406 281.497.4171

221 West 6th Street, Suite 800 Austin, Texas 78701 512.330.1297

2825 Wilcrest, Suite 350 Houston, Texas 77042 713.780.7563

ENSIGHT HAYNES WHALEY, LLC

4b TECHNOLOGY GROUP, LLC

PROJECT COST RESOURCES, INC.

TEAM HOKE

TEXAS FIRM REGISTRAGTION NO. F-12745

4800 SUGAR GROVE, SUITE 315

STAFFORD. TEXAS 77477 T 713.621.0725

F 713.458.7758 www.ensighthayneswhaley.com

EHW-15-503

HDR Architecture, Inc.

1801 Main Street | Suite 1000 Houston, TX 77002-8102 713.335.1900

264175

SHAH SMITH & ASSOCIATES, INC.

WALTER P. MOORE

BASEMENT WALLS,

FOUNDATION AND SITE

STRUCTURE

X:\Projects\2015\S15026 SHSU Biology Lab Bldg\Revit\S15026 - SHSU Biology Lab Bldg.rvt

/1

/2

:5 :4

A

M

S-311

FOUNDATION

DETAILS

SAM HOUSTON

STATE UNIVERSITY

BIIOLOGY

LABORATORY

BUILDING

CONSTRUCTION DOCUMENTS

2000 AVENUE I,

HUNTSVILLE, TX

77340

06-02-2016 -

SCALE: 3/4" = 1'-0"

19 SECTION

SCALE: 3/4" = 1'-0"

15 SECTION

SCALE: 3/4" = 1'-0"

1 SECTION

SCALE: 3/4" = 1'-0"

2 SECTION

SCALE: 3/4" = 1'-0"

3 SECTION

SCALE: 3/4" = 1'-0"

16 SECTION

SCALE: 3/4" = 1'-0"

4 SECTION

SCALE: 3/4" = 1'-0"

20 SECTION

SCALE: 3/4" = 1'-0"

5 SECTION

SCALE: 3/4" = 1'-0"

17 SECTION

2 2 2

SCALE: 3/4" = 1'-0"

6 SECTION

2 2

2 2

2 2

SCALE: 3/4" = 1'-0"

18 SECTION

MARK DATE DESCRIPTION

1 6-2-2016 BP 2 (Civil / Structl / Elevators) For Bidding

2 7-15-2016 BP-3 100% CDs - FOR

CONSTRUCTION

3 8-4-2016 BP-3 - ADDENDUM 02

5 10-12-2016 ASI 01

10/12/2016

Revision History

RFI 0012

Service Yard Wall & Footing