Amendment_No_5_-_Convent_Revised_Drawings.pdf

PDF 23 MB Posted Jul 24, 2014

Attached to: New Construction and Tenant Improvements, Laredo 1 and 2 Ports of Entry
Solicitation number: GS-07P-14-HH-C-0016-Stage2
Issued by: General Services Administration Public Buildings Service Region 7

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Convent Revised Drawings

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GENERAL SERVICE ADMINISTRATION

LAREDO CONVENT

U.S. PORT OF ENTRY

MARK DATE DESCRIPTION

G 1 023

LAREDO CONVENT

U.S. PORT OF ENTRY

MARK DATE DESCRIPTION

G 1 026

000C

LAREDO CONVENT

U.S. LAND PORT OF ENTRY

MARK DATE DESCRIPTION

A 04/26/2013 ISSUE FOR 30% DD

P M

L a r e d o

L P

O E

C i v i l C a d S i t e M

A d w g J u l p m

B 08/29/2013 ISSUE FOR 60% DD

C 11/07/2013 ISSUE FOR 90% DD

D 12/30/2013 ISSUE FOR BID

07/24/2014 AMENDMENT #5

DRINKING FOUNTAIN. PROVIDE WATER CONNECTIONS

AS REQUIRED. RE: MEP FOR PLUMBING FIXTURE TYPE.

000C

LAREDO CONVENT

U.S. LAND PORT OF ENTRY

MARK DATE DESCRIPTION

A 04/26/2013 ISSUE FOR 30% DD

P M

L a r e d o

L P

O E

C i v i l C a d S i t e M

U T d w g

J u l p m

B 08/29/2013 ISSUE FOR 60% DD

C 11/07/2013 ISSUE FOR 90% DD

D 12/30/2013 ISSUE FOR BID

07/24/2014 AMENDMENT #5

P O

S A

D A

H O

T E

PEDESTRIAN

CANOPY

P O

A N

P O

V L

A N

P O

V L

A N

P O

V L

A N

Y C

L E

L A

N E

CENTRAL

PLANT

PURSUIT

VEHICLE

TABC

VEHICLES DIRECTED

TO SECONDARY

P A

S E

PLAZA DE AMISTAD

CISTERN

GREEN

ROOF

ABOVE

SALLYPORT

C A

N O

P Y

CBP

PARKING

PRE-PRIMARY

CANOPY

LS101

FUEL

STRG.

EMG. GEN.

COOLING

TOWER

DIST.

LS101

LS102

LS101

LS102

403'-0"

LEVEL 1

415'-0"

LEVEL 2

418'-8"

LOW ATTIC

420'-5"

TOS

REFER TO DETAIL 6/A3.02

FOR TYPICAL PLANTER

CONSTRUCTION DETAILS

VARIES

T.O. PAVING

LS100

LS100PLANTER

T.O.

PLANTER

T.O.

PLANTER

T.O.

PLANTER

T.O.

T Y

404.0

T.O. WALL

TYP. 1/2" LOOPED DRIP TUBE, SET ABOVE

MULCH ON TOP OF ROOTBALLS

7" DEEP ENGINEERED SOIL

3" MIN. DEEP RIVER ROCK DRAINAGE

GRAVEL, 1/2" TO 1-1/2" DIA.

2" PERFORATED PVC DRAIN PIPE.

PERFORATE PIPE WITH 2 ROWS 1/4" DIA.

HOLES @ 6" O.C. STAGGER HOLES ON

EACH SIDE OF THE PIPE AT A

DOWNWARD ANGLE. LAY THE PIPE IN

THE PLANTER WITH HOLES ANGLED

DOWN. DO NOT LAY HOLES DIRECTLY

ON PLANTER FACE

1" MIN. TOP-LAYER OF

DECOMPOSED GRANITE MULCH

(1) CONT. LAYER OF FILTER

FABRIC ABOVE GRAVEL BED

(2) STAGGERED ROWS OF JAPANESE

GARDEN JUNIPER WITH 6" ROOTBALLS.

(9) PLANTS @ EA. PLANTER

BOTTOM OF

CONC. PLANTER

TYP. 2" PROTRUDING VENT PIPE W/

PERFORATED END CAP BEYOND

TYP.

STAGGERED PERFORATED PIPE

HOLES, EACH SIDE OF PIPE

BOTTOM OF

CONC. PLANTER

2" PVC DRAIN RISER

IRRIGATION

RISER

2" PERFORATED

PVC DRAIN

(BELOW SOIL)

INDICATES CENTER

OF JAPANESE

GARDEN JUNIPER

ROOT BALL (9

PLANTS TOTAL)

LOOPED 1/2"

DRIP TUBE

(ABOVE MULCH)

OF PLANT

13" TO CENTER

OF PLANT

6" TO CENTER

PERFORATED

END CAP AT

PROTRUDING

VENT PIPE

TOP LAYER OF

DECOMPOSED

GRANITE MULCH

TYP. 2" DOUBLE SANITARY

TEE CONNECTORS

" IRRIGATOR NOTE:

ADD CHECK VALVES AT

EACH PLANTER TIER TO

PREVENT BACK-SIPHONING

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed

GENERAL SERVICE ADMINISTRATION

LAREDO CONVENT

U.S. PORT OF ENTRY

2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401

C E

R T

A T

S K

E Y

P L

A N

MARK DATE DESCRIPTION

R E

N O

T E

S G

R A

P H

C A

L E

C O

N T

R A

C T

O R

S B

G P

R O

J E

C T

D R

A W

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-12-HH-5050

RICHTER ARCHITECTS

LAREDO CONVENT PORT OF ENTRY

LAREDO CONVENT

U.S. PORT OF ENTRY

PORT OF ENTRY

AT LAREDO CONVENT

NTX00007

RAUL MORENO

100% BID DOCUMENTS SUBMISSION

SCALE:

DATE DRAFTED: 05/21/14

SHEET SIZE: 34 x 44

LAREDO-CONVENT.RVT

CONVENT STREET

LAREDO, TEXAS

05/23/2014

TX0116CV

As indicated

1 07-24-2014 AMENDMENT NO. 5

OVERALL LANDSCAPE SITE PLAN

ADJ

LS100

068L 1

1/16" = 1'-0"

OVERALL LANDSCAPE SITE PLAN

1/2" = 1'-0"

LANDSCAPE SECTION @ WEST WALL PLANTER

1 1/2" = 1'-0"

LANDSCAPE WEST WALL PLANTER DETAIL

1" = 1'-0"

LANDSCAPE PLAN SECTION @ WEST WALL PLANTER

537 CHAMBERLAIN CORPUS CHRISTI TX, 78404

4YMD7Y1-1

Snapshot

B A.5C A

PLAZA DE AMISTAD

LAREDO CONVENT BLDG. (NORTH)

DYH

1 / LS102

2 / LS102

1 / LS102

2 / LS102

LS102

TOP TIER

PLANTING

AREA SHOWN

EEEE

DYH

A309

L A

R E

D O

C O

N V

E N

T B

L D

G (S

O U

T H

L A

R E

D O

C O

N V

E N

T B

L D

G (N

O R

T H

1 / LS102

2 / LS102

1 / LS102

2 / LS102

L A

P O

S A

D A

H O

T E

NEW ELEVATED

MECH. PAD W/

CISTERN BELOW

G.C. NOTES:

CROSS-HATCH INDICATES GREEN ROOF @ NEW

SALLYPORT ROOF STRUCTURE.

GREEN ROOF SYSTEM BASIS OF DESIGN:

"LIVEROOF" GREEN ROOF SYSTEM W/ 6" DEEP

TRAY MODULES OR APPROVED EQUAL.

PLANTS FOR USE SUBJECT TO AVAILABILE PLANT

TYPES PER APPROVED SYSTEM. COORDINATE

AVAILABLE PLANT TYPES FOR APPROVAL BY

LANDSCAPE ARCHITECT (6) MONTHS PRIOR TO

PURCHASING APPROVED GREEN ROOF SYSTEM.

A105

RAISED PLANTING AREA FOR

BAMBOO (LOCATED BETWEEN

RAISED MECH. PAD &

SALLYPORT WALLS)

TOP TIER

PLANTING

AREA SHOWN

BBB

P A

S E

O P

A S

E O

P O

V L

A N

LS100

CONT. 2x6

FLEXIBLE

LANDSCAPE

EDGING ALONG

PERIMETER OF

PLANTING AREA

PROVIDE RIP RAP STONES ALONG

THE WEST FACE OF TRENCH

(ENTIRE LENGTH OF TRENCH

MINIMUM). STONES TO BE LOCALLY

QUARRIED. STONE DIAMETERS TO

VARY BETWEEN 8" - 16" UNLESS

OTHERWISE INSTRUCTED BY

ARCHITECT.

P O

V L

A N

Y C

L E

L A

N E

N N

SLSL

L L

N N

Y Y

LAREDO

CONVENT

BLDG.

(SOUTH)

L A

N D

S C

A P

E A

R E

N E

E E

E EE E

NEW CONC. PAVING -

REFER TO SITE PLAN

Y Y

E E

C10

LS102

SLSL

LS102

B BB

RYRYRYRYRY

SL SL

NEW FLAGPOLE LOCATION

MARKERS. REFER TO SPEC.

SECTION 10600 - FLAGPOLES

SL SL

A303

D D D D D D

TREES

LANDSCAPE LEGEND

TREE

SYMBOL

TREE

QUANTITIES

TREE NAME

COMMON

"SCIENTIFIC"

CRAPE MYRTLE,

DYNAMITE

"LAGERSTROEMIA

INDICA"

CRAPE MYRTLE,

BASHAMS

"LAGERSTROEMI

A INDICA"

LIGUSTRUM

"LIGUSTRUM

TEXANUM"

SHOAL CREEK

LAVENDER "VITEX

AGNUS CASTUS"

YAUPON HOLLY

"ILEX VOMITORIA"

TEXAS MOUNTAIN

LAUREL

"SOPHORA

SECUNDIFLORA"

SILVER DRAGON LIRIOPE

"LIRIOPE SPICATA"

NATIVE PURPLE

SPREADING LANTANA

"LANTANA

MONTEVIDENSIS"

FIREPOWER NANDINA

"NANDINA DOMESTICA

NANA"

DWARF - THORNLESS

PRICKLY PEAR

"OPUNTIA SPECIES,

THORNLESS"

RED FLOWERING YUCCA

"HESPERALOE

PARVIFLORA"

SPIDER LILLY

"HYMENOCALLIS

LIRIOSME"

TEXAS SOTOL

"DASYLIRION TEXANUM"

SOFT LEAF YUCCA

"YUCCA PENDULA"

GIANT LIRIOPE

"LIRIOPE GIGANTEA"

SHRUB PLANTS (GROUNDCOVER ACCENTS)

PLANT

SYMBOLS

APPROXIMATE

PLANT

QUANTITIES

PLANT NAME

COMMON

"SCIENTIFIC"

E ESPERANZA

"TECOMA STANS"

MILKYWAY ASPIDISTRA

"ASPIDISTRA ELATOR,

MILKYWAY"

PLANT REQUIREMENTS AND NOTES

1 GAL. 3 ROWS @ 16" O.C.

FULL POTS.

1 GAL. AT 24" O.C.

5 GAL., HEAVY

FULL POT 1 GAL. OR PREMIUM

8" x 10" CALLUSED PADS. PROVIDE

MINIMUM (3) PLANTS PER SYMBOL

5 GAL. HEAVY FULL POTS

1 GAL., FULL

30" SPREAD / HT.

5 GAL. 18" HT.

3 GAL. FULL 18" x 18"

1 GAL. AT 36" O.C.

1 GAL. FULL POTS WITH

3 - 5 CANES

PROVIDE 12'-0" TALL TREES WITH

8'x8'x30" DEEP PREPARED ENGINEERED

SOIL. PROVIDE ALL TREES WITH 6'-0"

CLEAR TRUNK CLEARANCE. ALL TREES

SHALL MATCH IN APPEARANCE.

PROVIDE 6'-0" TALL TREES WITH

MULTIPLE TRUNKS - 2 TRUNKS MINIMUM.

PROVIDE ALL TREES WITH 4'-0" CLEAR

TRUNK. ALL TREES SHALL MATCH IN

APPEARANCE.

PROVIDE 12'-0" TALL TREES WITH EVENLY

SHAPED, MULTIPLE TRUNKS - 3 TRUNKS

MINIMUM. PROVIDE ALL TREES WITH 6'-0"

CLEAR TRUNK CLEARANCE. ALL TREES

SHALL MATCH IN APPEARANCE.

PROVIDE 10'-0" TALL TREES WITH

EVENLY SHAPED, MULTIPLE TRUNKS.

PROVIDE ALL TREES WITH 5'-0" CLEAR

TRUNK CLEARANCE. ALL TREES SHALL

MATCH IN APPEARANCE.

PROVIDE 12'-0" TALL TREES WITH

EVENLY SHAPED, MULTIPLE TRUNKS - 3

TRUNKS MINIMUM. PROVIDE ALL TREES

WITH 6'-0" CLEAR TRUNK CLEARANCE.

ALL TREES SHALL MATCH IN

APPEARANCE.

PROVIDE 5'-6' TALL TREES WITH EVENLY

SHAPED, MULTIPLE TRUNKS. PROVIDE

ALL TREES WITH 3'-0" CLEAR TRUNK

CLEARANCE. ALL TREES SHALL MATCH

IN APPEARANCE.

GROUNDCOVER GRAPHIC REPRESENTATION LEGEND

DECOMPOSED GRANITE MULCH @ 3" DEEP MINIMUM. KEEP MULCH AWAY

FROM ALL PLANT AND TREE ROOT BALL BASE MINIMUM OF 4", TYP.

JAPANESE GARDEN

JUNIPER "JUNIPERUS

PROCUMBENS"

BUDDAH BELLY BAMBOO

"BAMBUSA VENTRICOSA"

4 BOUGAINVILLEA

"BARBARA KARST

BOUGAINVILLEA"

5 GAL. MINIMUM 18" SPREAD,

NOT STAKED

RAGIN CAJIN RUELLIA

"RUELLIA ELEGANS, RED"

260B BIG BLUE LIRIOPE

"LIRIOPE MUSCARI"

TO BE PLANTED ALONG ENTIRE

LENGTH OF LOWER TIER OF TIERED

PASEO PLANTER. PROVIDE 4" POTS

@ 8" O.C. REFER TO DETAIL 6/LS101.

15 GAL. MINIMUM 6 CULMS

PER PLANT

1 GAL. FULL POTS. PROVIDE (9)

PLANTS PER EACH PLANTER.

TREE REQUIREMENTS AND NOTES

1 GAL.

BBB

DWARF YAUPON HOLLY

"ILEX VOMITORIA NANA"

12 1 GAL. AT 36" O.C.DYH

SPANISH DAGGER

"YUCCA

GLORIOSA"

10 PROVIDE 9' TALL TREES. PROVIDE ALL

TREES WITH 6'-0" CLEAR TRUNK

CLEARANCE. ALL TREES SHALL MATCH

IN APPEARANCE. PROVIDE BRACING

FOR 1st YEAR.

A105

P A

S E

L A

P O

S A

D A

H O

T E

P A

S E

L A

P O

S A

D A

H O

T E

TREE PLANTER

BOTTOM TIER PLANTING AREA:

PROVIDE BIG BLUE LIRIOPE

PLANTING ALONG ENTIRE LENGTH

OF BOTTOM PLANTING AREA,

REFER TO DETAIL 6/LS101 FOR

PLANTING PATTERN

BOTTOM TIER PLANTING AREA:

TO CONTINUE TO RETAINING WALL

AS SHOWN WITH TOP TIER VIEW

BOTTOM TIER PLANTING AREA:

PROVIDE BIG BLUE LIRIOPE

PLANTING ALONG ENTIRE LENGTH

OF BOTTOM PLANTING AREA,

REFER TO DETAIL 6/LS101 FOR

PLANTING PATTERN

BOTTOM TIER PLANTING AREA:

PROVIDE BIG BLUE LIRIOPE

PLANTING ALONG ENTIRE LENGTH

OF BOTTOM PLANTING AREA,

REFER TO DETAIL 6/LS101 FOR

PLANTING PATTERN

BOTTOM TIER

PLANTING AREA:

PROVIDE BIG BLUE

LIRIOPE PLANTING

ALONG ENTIRE

LENGTH OF BOTTOM

PLANTING AREA,

REFER TO DETAIL

6/LS101 FOR PLANTING

PATTERN

6"6"

T Y

BIG BLUE LIRIOPE

ROOTBALL LOCATION

(STAGGER)

CONCRETE CURB

CONCRETE PLANTER

T Y

DECOMPOSED GRANITE

MULCH, 3" DEEP MIN.

PLANT LIST

A - GULF MUHLY

MUHLENBERGIA CAPILLARIS

B - FOUR NERVE DAISY

HYMENOXYS SCAPOSA

C - BLUE GRAMA

BOUTELOUA GRACILIS

D - ROCKY POINT ICE PLANT

MALEPHORA LUTEOLA

E - LITTLE BLUESTEM

SCHIZACHYRIUM SCOPARIUM

CONT. 2x6

FLEXIBLE

LANDSCAPE

EDGING ALONG

PERIMETER OF

PLANTING AREA

P O

V L

A N

Y E

Y Y

E E

PROVIDE RIP RAP STONES ALONG THE

WEST FACE OF TRENCH (ENTIRE LENGTH

OF TRENCH MINIMUM). STONES TO BE

LOCALLY QUARRIED. STONE DIAMETERS

TO VARY BETWEEN 8" - 16" UNLESS

OTHERWISE INSTRUCTED BY ARCHITECT.

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed

GENERAL SERVICE ADMINISTRATION

LAREDO CONVENT

U.S. PORT OF ENTRY

2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401

C E

R T

A T

S K

E Y

P L

A N

MARK DATE DESCRIPTION

R E

N O

T E

S G

R A

P H

C A

L E

C O

N T

R A

C T

O R

S B

G P

R O

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D R

A W

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-12-HH-5050

RICHTER ARCHITECTS

LAREDO CONVENT PORT OF ENTRY

LAREDO CONVENT

U.S. PORT OF ENTRY

PORT OF ENTRY

AT LAREDO CONVENT

NTX00007

RAUL MORENO

100% BID DOCUMENTS SUBMISSION

SCALE:

DATE DRAFTED: 05/21/14

SHEET SIZE: 34 x 44

LAREDO-CONVENT.RVT

CONVENT STREET

LAREDO, TEXAS

05/23/2014

TX0116CV

As indicated

1 07-24-2014 AMENDMENT NO. 5

LANDSCAPING - ENLARGED SITE PLANS

ADJ

LS101

069L 1

1/8" = 1'-0"

Z_ENLARGED LANDSCAPE PLAN - LA POSADA

1/8" = 1'-0"

LANDSCAPE PLAN - PASEO

1/8" = 1'-0"

LANDSCAPE PLAN - WEST WALL

1/8" = 1'-0"

LANDSCAPE PLAN - PEDESTRIAN WALK

1/8" = 1'-0"

LANDSCAPE PLAN - PASEO @ LOWER PLANTER TIER

3/4" = 1'-0"

TYPICAL PLANTING PATTERN FOR BOTTOM TIER PLANTING AREA

1/8" = 1'-0"

LANDSCAPE PLAN - WEST WALL CONTINUED

537 CHAMBERLAIN CORPUS CHRISTI TX, 78404

P O

S A

D A

H O

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C O

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D P

E D

E S

T R

W A

L K

W A

P O

A N

P O

V L

A N

P O

V L

A N

P O

V L

A N

Y C

L E

L A

N E

CENTRAL

PLANT,

CISTERN

LOCATED

BELOW

TABC

P A

S E

PLAZA DE

AMISTAD

GREEN ROOF

ABOVE

SALLYPORT

CBP

PARKING

PRE-PRIMARY

CANOPY

SUBMERSIBLE

IRRIGATION

PUMP

LOCATION

MAIN IRRIGATION LINE

M A

I R

A T

HARD

SECONDARY

VEHICLE

INSPECTION

CONVENT

BUILDING

M A

I R

A T

M A

I R

A T

LS102

FEEDER LINE

F E

E D

E R

LS102

V A

BICYCLE LANE 10' - 0"

PLAN- LEVEL 1

PREPARED PERMEABLE

SOIL @ 12" DEEP

PEDESTRIAN

PRIMARY

WALKWAY

NEW CONC.

PAVING, REFER

TO CIVIL SHT'S.

PERMEABLE SOIL

PLAN - LEVEL 2

22' - 0"

4" PERFORATED PVC DRAIN PIPE

AT BOTTOM OF 1" GRAVEL.

PREPARED PERMEABLE

SOIL, MINIMUM 12" DEEP

3" DEEP TOP LAYER OF

DECOMPOSED GRANITE

HARD

SECONDARY

FILTER FABRIC

PLAN - LEVEL 2

22' - 0"

FILTER FABRIC

PERFORATED

METAL FENCE

4" PERFORATED PVC DRAIN PIPE

AT BOTTOM OF 1" GRAVEL.

PREPARED PERMEABLE

SOIL, MINIMUM 12" DEEP

3" DEEP TOP LAYER OF

DECOMPOSED GRANITE

PLAN- BASEMENT LEVEL

0' - 0"

CONC. CURB

3" DEEP TOP LAYER OF

DECOMPOSED GRANITE MULCH

PREPARED SOIL,

MINIMUM 12" DEEP

CONC. PAVING

FLAGPOLE BEYOND

RETAINING

WALL

PERMEABLE SOIL

NEW CONC. PAVING,

REFER TO CIVIL SHT'S.

BICYCLE

LANE 10' - 0"

PLAN- LEVEL 1

PREPARED PERMEABLE

SOIL @ 12" DEEP

PROVIDE (3) CONT. 2x6 FLEXIBLE LANDSCAPE EDGING (F.L.E.)

ROWS. SECURE IN GROUND W/ ONE TYPICAL F.L.E. STAKE @ 36"

MIN. O.C. SECURE F.L.E. ROWS TO STAKES W/ ONE 1-1/2" x 4"

STAINLESS STEEL BOLT AND ONE STAINLES STEEL LOCKNUT,

TYPICAL PER EACH F.L.E. ROW. SPLICE EDGING ROWS TOGETHER

PER TYP. EDGING SPLICING DETAIL ABOVE. STAPLE CONT. ROW OF

FILTER FABRIC ON HIGH-GRADE SIDE OF F.L.E. BOARDS.

PEDESTRIAN

PRIMARY

WALKWAY

AT BASE OF RETAINING WALL, PROVIDE 2"

DIAMETER MINIMUM GRAVEL BED 4" DEEP WITH

A LAYER CONTINUOUS FILTER FABRIC ABOVE

GRAVEL BED. GRAVEL TO BE 2" DIA. MIN.

2" PVC DRAIN PIPES AT 4'-0" O.C.

IMPERVIOUS FILL

ZONE 1

ZONE 2

ZONE 3

PERMEABLE SOIL

VARIES

T.O. PAVING

3" DEEP TOP LAYER OF DECOMPOSED

GRANITE MULCH

CONT. FILTER FABRIC, STAPLE TO FACE OF

EDGING

PREPARED PERMEABLE SOIL,

MINIMUM 12" DEEP

SPLICE TOGETHER TWO BACK-TO-

BACK 1 x 6 x 36" LONG F.L.E.

BOARDS TO CREATE ONE TYPICAL

F.L.E. STAKE.

TYP. EDGING SPLICING DETAIL ELEVATION

SPLICE EDGING ENDS TOGETHER WITH ONE 2 x 6 x 12"

LONG F.L.E. UTILIZING A MINIMUM OF THREE 1-1/2"

STAINLESS STEEL SCREWS PER EACH EDGING END, AS

SHOWN BELOW. STAGGER END JOINTS AS SHOWN.

(3) F.L.E.

BOARD ROWS

IRRIGATION LEGEND

INDICATES PRESSURE

REGULATOR / WATER FILTER

INDICATES ELECTRIC

SHUT-OFF VALVE

INDICATES MAIN 1-1/2" IRRIGATION

SUPPLY LINE

INDICATES 1" FEEDER LINE

VACUUM BREAKER (AT

HIGHEST ELEVATION)

STUB OUT FOR DRIP TUBE.

PROVIDE AT ALL FEEDER LINES

@ EVERY 100'-0" MINIMUM

CONTROLLER LOCATIONC

QUICK COUPLER. PROVIDE AT ALL

DRIP TUPE STUB OUT LOCATIONS

@ EVERY 100'-0" MINIMUM

RGP−412 TECHLINE, 1 GAL./FT/HR

WIRE STAKE TO HOLD MIN. 1’−0"LONG

@ 1’−0" O.C.

EDGE OF ROOTBALL

POWER LOCK "T"

TREE TRUNK

1/2" CROSS

3’−6" LONG x 1/2" POLY TUBE

1/2" HOSE ADAPTER

3/4" MALE ADAPTER

FEMALE SLIP

1/2" POLY @ 6" DEPTH

FEMALE

THREAD

1/2" FEMALE

ADAPTER ST.

FILTER /C/O PRESSURE

REG. CHECK VALVE IN

VALVE BOX

VALVE &

POLYTUBE

NOTE: IRRIGATOR & LANDSCAPE

CONTRACTOR SHALL DECIDE DURATION

& FREQUENCY OF IRRIGATION.

ADJUST AS NEEDED TO ASSURE

OPTIMUM IRRIGATION/ GROWTH.

CHECK FREQUENTLY FIRST FEW DAYS/

WEEKS. RAINY SPELLS − SEASONAL

VARIATIONS, ETC.

12" 12"

6" VALVE BOX

(3) WONDER THREE−TIE # W24−84

W/ STAINLESS STEEL SPRING SYSTEM

8’−0" REUSED POSTS (3) EACH PINE

CAP W/ ORANGE CAP. SAND BLAST

& PAINT "DESERT DUST"

DECOMPOSED GRANITE MULCH 3" DEEP @

ROOT BALL. FEATHER TO EDGE OF LOOSENED

AREA (4’−0" RADIUS)

LOOSEN 1’−0" DEEP WITHIN 4’−0" RADIUS, MULCH.

PREPARED BACKFILL W/ 4 PARTS GOOD NATIVE SOIL

1 PART SPHAGNUM PEAT MOSS, 2 PARTS

COMPOSTED COTTONSEED HUSKS 5 # COMPOSTED

MANURE MIXED WELL, 1 # IRONITE

UNDISTURBED EARTH

AGRIFORM 21gram FERT. TABLETS

MAX. MANUF. RECOMD. PLACE

AT OUTSIDE EDGE OF PIT

PIT TO BE 2X WIDER THAN

ROOTBALL

DRIP TUBES (3) @ 1’−0" O.C. SEE DETAIL

48" MIN.

ROOTBALL AT 1/2" ABOVE GRADE

KEEP MULCH FROM TOUCHING

TRUNK OR PLANT STEMS

-1

N S

U P

P L

Y L

1" FEEDER LINE

F E

E D

E R

F E

E D

E R

F E

E D

E R

ZONE 1 ZONE 2 ZONE 3

TYP. DRIP TUBE STUB

OUT @ 100' -0" MINIMUM

LS102

TREE ROOT

BALL LOCATION

SHRUB ROOT

BALL LOCATION

F E

E D

E R

IRRIGATOR NOTE:

DRIP TUBE SHALL

EXTEND OVER

SHRUB PLANT ROOT

BALLS AS SHOWN

FEEDER EXTENSION LINE

IRRIGATION DRIP

RING SYSTEM

TREE ROOT

BALL LOCATION

IRRIGATION DRIP

RING SYSTEM

SHRUB ROOT

BALL LOCATION

SHRUB ROOT

BALL LOCATION

SHRUB ROOT

BALL LOCATION

12L A

R E

D O

C O

N V

E N

T B

L D

G (S

O U

T H

RAISED PLANTING AREA FOR

BAMBOO (LOCATED BETWEEN

RAISED MECH. PAD &

SALLYPORT WALLS)

BBB

POP-UP SPRINKLER

SPRAY HEAD SYSTEM

PROVIDE 1-1/2"

PVC SLEEVES

THROUGH EACH

BEAM - TYP.

Q (1" QUICK

COUPLER)

Q Q

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed

GENERAL SERVICE ADMINISTRATION

LAREDO CONVENT

U.S. PORT OF ENTRY

2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401

C E

R T

A T

S K

E Y

P L

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MARK DATE DESCRIPTION

R E

N O

T E

S G

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P H

C A

L E

C O

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S B

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A W

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-12-HH-5050

RICHTER ARCHITECTS

LAREDO CONVENT PORT OF ENTRY

LAREDO CONVENT

U.S. PORT OF ENTRY

PORT OF ENTRY

AT LAREDO CONVENT

NTX00007

RAUL MORENO

100% BID DOCUMENTS SUBMISSION

SCALE:

DATE DRAFTED: 05/21/14

SHEET SIZE: 34 x 44

LAREDO-CONVENT.RVT

CONVENT STREET

LAREDO, TEXAS

05/23/2014

TX0116CV

As indicated

1 07-24-2014 AMENDMENT NO. 5

IRRIGATION SITE PLAN & DETAILS

ADJ

LS102

070L 1

1/16" = 1'-0"

OVERALL IRRIGATION SITE PLAN

3/16" = 1'-0"

SECTION - SOUTH PEDESTIAN WALK PLANTER, LOW SLOPE END

3/16" = 1'-0"

SECTION - PLAZA DE AMISTAD PLANTERS

3/16" = 1'-0"

SECTION - PASEO END PLANTER

3/16" = 1'-0"

SECTION - EXISTING PLANTER @ SOUTH PARKING LOT

3/16" = 1'-0"

SECTION - PEDESTIAN WALK PLANTER, HIGH SLOPE END

1/2" = 1'-0"

IRRIGATION DRIP 'RING' SYSTEM FOR TYPICAL TREE

1/2" = 1'-0"

IRRIGATION DRIP 'RING' SYSTEM DETAIL FOR TYPICAL TREE

3/4" = 1'-0"

ENLARGED IRRIGATION PLAN

1/4" = 1'-0"

TYPICAL IRRIGATION ROUTING

1/8" = 1'-0"

IRRIGATION PLAN - PASEO

537 CHAMBERLAIN CORPUS CHRISTI TX, 78404

D10

D6 D5

D8D14

D11

D24

D12

D11

D23

D15

D16

D25D25

D14

D14D14

D14

D18

D11

D17

D21

D11

D22

D13

D20

D19

D26

D28

D31

D30

D32

D7 D1

D1 D29

D27

D33

D34

ZARAGOZA ST.

C O

N V

E N

T A

V E

D35

L A

P O

S A

D A

H O

T E

REFER TO FIRST

LEVEL DEMOLITION

PLAN THIS AREA.

D36

D37

D40

D39

D40

D38

D42

D43

REFER TO AP SHEET SERIES FOR DEMOLITION AND NEW

CONSTRUCTION PHASING.

DEMOLITION GENERAL NOTES:

PROTECT FROM DAMAGE ALL EXISTING TO REMAIN ITEMS

DURING ALL PHASES OF DEMOLITION AND NEW CONSTRUCTION.

THE PORT IS A 24 HOUR FACILITY AND ALL UTILITY DOWNTIME

MUST BE COORDINATED AS TO NOT TO INTERFERE WITH PORT

OPERATIONS.

REFER TO ALL DISCIPLINES DEMOLITION SHEETS AND

SPECIFICATIONS FOR FURTHER DEMOLITIONS INSTRUCTIONS.

INDICATES ITEMS TO BE

DEMOLISHED OR RELOCATED

DEMOLITION LEGEND:

INDICATES EXISTING TO REMAIN

INDICATES NEW FLOOR OPENINGS AT

EXISTING FLOOR SLAB

INDICATES NEW CONSTRUCTION

INDICATES PORTION OF ITEM TO BE

REMOVED

EXISTING CHAIN LINK SECURITY FENCING AND GATE TO BE

REMOVED.

SITE DEMOLITION KEYNOTES:

EXISTING ORNAMENTAL METAL FENCE AND SUPPORTING POST TO

BE REMOVED.

EXISTING LIGHT POLE AND CONCRETE BASE TO BE REMOVED.

RE: ELECTRICAL PLANS FOR FURTHER DEMOLITION INSTRUCTIONS.

EXISTING PIPE BOLLARD TO BE REMOVED.

EXISTING CONCRETE STAIR, GUARDRAIL, AND HAND RAILS TO BE

REMOVED.

EXISTING CONCRETE RAMP, GUARDRAIL, AND HANDRAIL TO BE

REMOVED.

CONCRETE WALK TO BE REMOVED.

EXISTING GUARD SHACK TO BE REMOVED.

EXISTING RADIATION PORTAL MONITOR (RPM) TO BE RELOCATED.

EXISTING PAINTED SURFACE OF EXISTING RPM'S TO BE

REPAINTED BY G.C. SEE SPECIFICATION FOR REMOVAL,

STORAGE, AND REINSTALLATION REQUIREMENTS.

EXISTING VEHICLE LIFT, TIRE CHANGER AND AIR COMPRESSOR TO

BE RELOCATED. COORDINATE REMOVAL, STORAGE, AND

REINSTALLATION WITH CBP.

EXISTING CANOPY, COLUMNS, AND CONCRETE COLUMN BASES

TO BE DEMOLISHED IN IT'S ENTIRETY.

RE: STRUCTURAL AND CIVIL DEMOLITION DRAWINGS SHEETS FOR

FURTHER INFORMATION ON REMOVAL.

EXISTING T.A.B.C. BOOTH TO BE REMOVED.

DEMOLISH EXISTING CONCRETE ISLAND.

EXISTING SPEED BUMP TO BE REMOVED.

EXISTING S.S. INSPECTION TABLE, BRICK BASE AND

ASSOCIATED PROTECTIVE BOLLARDS TO BE REMOVED.

HEAD HOUSE BUILDING TO BE REMOVED.

EXISTING INSPECTION BOOTHS TO BE REMOVED.

WHEEL CHAIR LIFT TO BE REMOVED. COORDINATE WITH CBP

FOR STORAGE REQUIREMENTS.

D10

D11

D12

D13

D14

D15

D16

D17

D18

PEAK HOUR PORTABLE PEDESTRIAN PROCESSING

WORKSTATIONS AND ELECTRICAL POLES TO BE REMOVED.

D19

EXISTING POV LANE EQUIPMENT TO BE REMOVED AND STORED

FOR FUTURE USE. REMOVE PROTECTIVE BOLLARDS AROUND

LANE EQUIP.

D20

PORTION OF EXISTING PEDESTRIAN CANOPY AND SUPPORT

STRUCTURE TO BE REMOVED.

D21

EXISTING BUILDING, FOUNDATION AND ASSOC. UTILITIES TO BE

REMOVED.

D22

EXISTING EMERGENCY GENERATOR AND TRANSFORMER TO BE

REMOVED AT PHASE 2.

D23

USDA BOOTH TO BE REMOVED.D24

EXISTING TRENCH DRAIN AND INLET TO BE REMOVED.D25

EXISTING GAS METER TO REMAIN. PROTECT DURING ALL PHASE

OF DEMOLITION AND NEW CONSTRUCTION.

D26

REMOVE EXISTING UTILITY PAD AND COOLING TOWER IN PHASE 2.

RE.: TO CIVIL, MEP DEMOLITION SHEETS FOR FURTHER

DEMOLITIONS INSTRUCTIONS.

D27

EXISTING CONCRETE RETAINING WALL TO BE REMOVED.

RE.: SHEET S1.01D FOR FURTHER INSTRUCTIONS.

D28

EXISTING CHAIN-LINK SECURITY FENCE TO REMAIN. PROTECT

DURING ALL PHASES OF DEMOLITION AND NEW

CONSTRUCTION.

D29

EXISTING CORNERSTONE TO REMAIN.D30

EXISTING GUARD RAIL AT EDGE OF CONCRETE WALK TO BE

REMOVED.

D31

EXISTING PROTECTIVE BARRIERS TO BE REMOVED AND

TURNED OVER TO CBP.

D32

PORTION OF EXISTING LIGHT WELL ADJOINING STRUCTURE TO

BE REMOVED.

RE: TO S1.00D FOR EXTENT OF DEMOLITION & INSTRUCTIONS.

D33

D34 EXISTING METAL GRATING TO BE REMOVED, EXISTING LIGHT

WELL TO REMAIN.

D35 EXISTING PEDESTRIAN CANOPY AND SUPPORT STRUCTURE

TO REMAIN.

D36 EXISTING CONCRETE PAVING AND PAVING FOUNDATION TO BE

REMOVED.

D37 EXISTING RAISED CONCRETE PROTECTIVE BARRIER TO BE

REMOVED.

D38 REMOVE EXISTING PAVEMENT.

RE: C100 FOR FULL EXTENT OF PAVEMENT REMOVAL.

D39 EXISTING PIPE RAIL TO BE REMOVED

D40 EXISTING LIGHT WELL WALL TO REMAIN.

D41

TO BE REMOVED AND REINSTALLED.

THIS PORTION OF ROOF TO BE REMOVED TO ALLOW FOR

EXISTING NORTH AND SOUTH ATTIC SPACE EXIST. MECHANICAL

UNIT REMOVAL, NEW STRUCTURAL STEEL INSTALLATION AND

NWE MECHANICAL UNIT INSTALLATION. REFER TO STRUCTURAL

AND MECHANICAL DRAWINGS FOR ADDITIONAL INFO.

D42

EXISTING "WHTI" LICENSE PLATE READER SYSTEM TO BE

REMOVED AND SALVAGED. STORE ON SITE FOR REUSE BY THE

OWNER.

D43

REMOVE EXISTING TURNSTILE, GATE AND ASSOCIATED CHAIN-

LINK FENCING

E X

E R

O O

D11

ZARAGOZA ST.

C O

N V

E N

T A

V E

L A

P O

S A

D A

H O

T E

D41

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed

GENERAL SERVICE ADMINISTRATION

LAREDO CONVENT

U.S. PORT OF ENTRY

2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401

C E

R T

A T

S K

E Y

P L

A N

MARK DATE DESCRIPTION

R E

N O

T E

S G

R A

P H

C A

L E

C O

N T

R A

C T

O R

S B

G P

R O

J E

C T

D R

A W

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-12-HH-5050

RICHTER ARCHITECTS

LAREDO CONVENT PORT OF ENTRY

LAREDO CONVENT

U.S. PORT OF ENTRY

PORT OF ENTRY

AT LAREDO CONVENT

NTX00007

RAUL MORENO

100% BID DOCUMENTS SUBMISSION

SCALE:

DATE DRAFTED: 05/21/14

SHEET SIZE: 34 x 44

LAREDO-CONVENT.RVT

CONVENT STREET

LAREDO, TEXAS

05/23/2014

TX0116CV

1/16" = 1'-0"

1 07-24-2014 AMENDMENT NO. 5

SITE DEMOLITION PLAN

LMG

AD100

071AD 1

1/16" = 1'-0"

DEMOLITION - SITE

1/16" = 1'-0"

DEMOLITION - ROOF LEVEL

7/24/2014

B A.5C A

A202

L A

P O

S A

D A

H O

T E

PEDESTRIAN CANOPY -

OVERHEAD

P O

A N

P O

V L

A N

P O

V L

A N

P O

V L

A N

Y C

L E

L A

N E

A202 5

VEHICLES DIRECTED

TO SECONDARY

V E

L E

S C

L E

A R

T O

E X

A202

P A

S E

PLAZA DE AMISTAD

CISTERN

GREEN ROOF

ABOVE

SALLYPORT

CBP

PARKING

A2024

A202

PLANTING RE:

LANDSCAPE DRAWINGS

A202 6

A200

A2013

A200

57' - 8"46' - 0"

15' - 11"

PRE-PRIMARY

CANOPY - BID

OPTION #1

A201 2

A101

A100

A302

PEDESTRIAN

CANOPY - OVERHEAD

18' - 0"

18' - 0" 25' - 8"

A100

168' - 11 1/2"

DCACB

C10C11C12C13

FUEL

STRG.

EMG. GEN.

COOLING

TOWER

DIST.

MAIN

SWITCH

TRANSFORMERATS

FLAGPOLE LOCATIONS

SECONDARY CANOPY OVERHEAD

21' - 7 1/2" 36' - 0" 21' - 7 1/2"

A102

T.A.B.C. BOOTH.

REFER TO

7/POV-AB-01 FOR

CONSTRUCTION

INSTRUCTIONS

PURSUIT

VEHICLE

S E

C O

N D

A R

Y C

A N

O P

Y O

V E

R H

E A

NEW FIRE HYDRANT &

PROTECTIVE BOLLARDS

BIKE RACK

PUBLIC BIKE RACK

A107

8" CMU

SEPERATION WALL

D.F.

EMERG. EYEWASH/

SHOWER STN.

S.S. COUNTER TOP

W/ SINK & 5HP DISP

6' LONG

JERSEY

BARRIER

N.I.C.

2 2 2 2

TRAFFIC LIGHT/

TIRE SHREDDER/

TRAFFIC GATE

NEW 8' TALL CHAIN LINK

SECURITY FENCE AND

GATE W/ BARBWIRE

TOPS

NEW SECURITY FENCE TO

MATCH EXISTING PEDESTRIAN

CANOPY SECURITY FENCING.

TIE INTO EXISTING PEDESTRIAN

CANOPY SECURITY FENCING

NEW 8' TALL CHAIN LINK

SECURITY FENCE AND GATE

W/ BARBWIRE TOPS. ADJOIN

WITH NEW ORNAMENTAL

METAL FENCING

ORNAMENTAL METAL

FENCING. REFER TO

SPEC. SECTION 055000

DRINKING FOUNTAIN

3 3 3

3 3 3 3

HANDICAPPED PARKING SPACE

RESERVED

PARKING FOR

LOW-EMITTING

AND FUEL

EFFICIENT

VEHICLES

A103

A105

R A

M P

L A

N D

R A

M P

L A

N D

R A

M P

L A

N D

R A

M P

A105

A103

402.96'

405.50'

408.00'

410.50'

413.00'

413.50'

R A

M P

U P

A M

P U

R A

M P

U P

A M

P U

T.A.B.C.

100B

A104

A105

A104

NEW TRENCH

DRAIN UNDER

CONC. PAVERS

REF.: CIVIL DWG

TOP TIER OF CONCRETE

PLANTER. RE:

LANDSCAPING &

ARCHITECTURAL DWGS.

30"X30" PRE-CAST

CONC. UNIT PAVERS

EXISTING GAS

PIPES AND VENTS

TO REMAIN.

NEW TRENCH

DRAIN UNDER

CONC. PAVERS

REF.: CIVIL DWG

NEW TRENCH

DRAIN UNDER

CONC. PAVERS

REF.: CIVIL DWG

NEW TRENCH

DRAIN UNDER

CONC. PAVERS

REF.: CIVIL DWG

SIM.

NEW TRENCH

DRAIN UNDER

CONC. PAVERS

REF.: CIVIL,

STRUCTURAL DWG

NEW TRENCH

DRAIN REF.:

CIVIL, STRUCT.

DWG

A T

S T

F L

O O

R P

L A

A N

ORNAMENTAL METAL FENCING.

REFER TO SPEC. SECTION 055000

CONCRETE PLANTER

ALONG EL PASEO VARIES.

RE: LANDSCAPING &

ARCHITECTURAL DWGS.

CONCRETE PLANTER

ALONG EL PASEO VARIES

RE: LANDSCAPING &

ARCHITECTURAL DWGS.

30"x30" PRE-CAST

CONCRETE UNIT

PAVERS

30"x30" PRE-CAST

CONCRETE UNIT

PAVERS

30"x30" PRE-CAST

CONCRETE UNIT

PAVERS

L A

P O

S A

D A

H O

T E

L A

P O

S A

D A

H O

T E

L A

P O

S A

D A

H O

T E

L A

P O

S A

D A

H O

T E

NEW LOUVERED

EQUIPMENT ENCLOSURE

FENCE & GATE

NEW CONT.

HANDRAIL

NEW CONT.

HANDRAIL

R A

M P

D N

A107

10 SIM.

1-1/2" DIA. S. S.

HANDRAILS ON

EA. SIDE OF RAMP

B O

X P

L A

N T

E R

R E

E T

E D

P L

A N

T E

R R

E D

E T

O X

P L A

N T

E R

R E

E T

E D

P L

A N

T E

R R

E D

E T

O X

P L A

N T

E R

R E

E T

E D

P L

A N

T E

R R

E D

E T

O X

P L A

N T

E R

R E

E T

E D

P L

A N

T E

R R

E D

E T

B O

X P

L A

N T

E R

R E

E T

B A.5C A

A103

A301

A103

A104

A301

A300

PLAZA DE AMISTAD

A301

A103

413.00'

413.50'

2' - 0"

A104

PVC ROOF SYSTEM

OVER COVER BD.

AND MTL. DECK.

TRANSLUCENT

FABRIC ROOFING

MEMBRANE

ROOF DRAIN LOCATION

R A

M P

D N

413.00'

NEW TREE & CAST IRON

GRATE RE: 4/A104.

LOCATE 18 @ 30"x30" CONC. PAVERS 45' - 4 3/8"

1' - 0"1' - 0" 10' - 0" 5' - 7"13' - 2 5/8"

L O

C A

T E

C O

N C

A V

E R

NEW TRENCH

DRAIN UNDER

CONC. PAVERS

REF.: CIVIL

NEW PLANTER

RE: LANDSCAPING DRWGS.

TYP.

1' - 10 1/2"

O V

E R

E C

O N

C W

A L

N E

W C

O N

C W

A L

TOP TIER OF

CONCRETE

PLANTER. REF.

LANSCAPING &

ARCHITECTURAL

DWGS.

30"X30" PRE-CAST

CONC. UNIT PAVERS

ON LANDINGS ALONG

ALL CONC. PLANTER

ON THE SIDE OF LA

POSADA HOTEL

EXISTING GAS

METER & PIPING

TO REMAIN

NEW ELEC.

TRANSFORMER

3' - 0"

NEW LOUVERED

EQUIPMENT ENCLOSURE

W/ ACCESS GATE

NEW LOUVERED

EQUIPMENT ENCLOSURE

W/ ACCESS GATES

METAL FENCE

E X

F O

U N

D A

N W

O R

E M

L A

P O

S A

D A

H O

T E

BIKE RACK

A107

R A

M P

D O

W N

A107

TRASH

RECEPTACLE

DRINKING

FOUNTAIN

CONT. CONCRETE CURB

NEW LOUVERED

EQUIP. ENCLOSURE

NEW CONC. RETAINING WALL

W/ ARCH. CONC. FINISH

413.00'

1-1/2" DIA. S.S.

HANDRAILS ON EA.

SIDE OF RAMP -TYP.

APPLICABLE CODES

CONSIST OF BUT ARE NOT LIMITED TO:

• PRIMARY STRUCTURAL FRAMING: 0

• EXTERIOR BEARING WALLS: 2

• INTERIOR BEARING WALLS: 0

• EXTERIOR NON-BEARING WALLS AND PARTITIONS: 0

• INTERIOR NON-BEARING WALLS AND PARTITIONS: 0

• FLOOR CONSTRICTION AND SECONDARY MEMBERS: 0

• ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0

1. 2009 INTERNATIONAL BUILDING CODE (IBC 2009)

2. CONVENT CONSTRUCTION TYPE: IIIB

3. FIRE RESITANCE RATINGS (HOURS): TABLE 601

4. ABAAS ACCESSIBILITY GUIDELINES

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed

GENERAL SERVICE ADMINISTRATION

LAREDO CONVENT

U.S. PORT OF ENTRY

2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401

C E

R T

A T

S K

E Y

P L

A N

MARK DATE DESCRIPTION

R E

N O

T E

S G

R A

P H

C A

L E

C O

N T

R A

C T

O R

S B

G P

R O

J E

C T

D R

A W

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-12-HH-5050

RICHTER ARCHITECTS

LAREDO CONVENT PORT OF ENTRY

LAREDO CONVENT

U.S. PORT OF ENTRY

PORT OF ENTRY

AT LAREDO CONVENT

NTX00007

RAUL MORENO

100% BID DOCUMENTS SUBMISSION

SCALE:

DATE DRAFTED: 05/21/14

SHEET SIZE: 34 x 44

LAREDO-CONVENT.RVT

CONVENT STREET

LAREDO, TEXAS

05/23/2014

TX0116CV

As indicated

1 07-24-2014 AMENDMENT NO. 5

OVERALL SITE PLAN

LMG/BM

A100 077A 1

1/16" = 1'-0"

SITE PLAN

1/8" = 1'-0"

ENLARGED SITE - PASEO

1/8" = 1'-0"

ENLARGED SITE - PLAZA DE AMISTAD

SITE PLAN KEYNOTES:

"PRIMARY INSPECTION LANES

CONTROLLED ACCESS" SYSTEM. SEE

"VEHICLE CONTROL EQUIPMENT"

SPECIFICATION

2 "VEHICLE PORT RUNNER" SYSTEM.

SEE "VEHICLE CONTROL

EQUIPMENT" SPECIFICATION

3 SPEED CONTROL DEVICES (SPEED

BUMPS). SEE "VEHICLE CONTROL

EQUIPMENT" SPECIFICATION

4 VEHICLE PORT RUNNER SYSTEM.

COMBINATION TRAFFIC LIGHT AND

TRAFFIC BARRIER GATE - SEE

VEHICLE CONTROL EQUIPMENT

SPECIFICATION

6.5

A301

A202 6

A201 2

A302

A301

36' - 0" 35' - 2"

6' - 0"

2' - 4"

6' - 2"

3' - 6"

6' - 0"

2' - 2"

5' - 4"

6' - 0"

3' - 0"

21' - 2 1/2"

T.A.B.C. BOOTH.

REFER TO

7/POV-AB-01 FOR

CONSTRUCTION

INSTRUCTIONS

6' - 0"

10' - 0"

2' - 2"

6' - 0"

5' - 0"

6' - 0"

4' - 0" 2' - 2"

6' - 0"

8' - 0"

2' - 2"

3' - 0"

6' - 0"

5' - 4"

2' - 2"6' - 0"

3' - 6"

INSPECTION BAY

T O

O L

S T

O R

A G

AIR COMP. (N.I.C.)

E O

F S

E C

O N

D A

R Y

C A

N O

P Y

E O

F S

E C

O N

D A

R Y

C A

N O

P Y

E O

F S

E C

O N

D A

R Y

C A

N O

P Y

A300

A302

DCACB

C1C1

A302

A301

26' - 0"

14' - 4"

11' - 8"

14' - 4"

11' - 8"

20' - 6"

4' - 10"

8' - 8"

13' - 6"

18' - 8" 2' - 4" 22' - 8"

3' - 4" 3' - 2" 11' - 6" 2' - 0" 4' - 6" 11' - 6" 6' - 6" 11' - 6" 2' - 0" 4' - 6" 11' - 6" 6' - 6"

36' - 0" 17' - 2"

8' - 1 1/4" 4' - 6 3/4"

NEW CAST. IN PLACE CONC. WALL

19' - 6 1/4"

S.S. INSPECTION

TABLE

S.S. INSPECTION

TABLE

S.S. INSPECTION

TABLE

21' - 7 1/2" 21' - 7 1/2"

AD200

A102

A201

A302

S.S. INSPECTION

TABLE

A501

HT. CHANGES THIS PORTION OF WALL - REF.: ARCH. AND STRUCTURAL SECTIONS AND ELEVATIONS THIS AREA

60' - 6" 9' - 7" 11' - 4 1/4"

NEW 81' - 5 1/4" CONC. RETAINING WALL REF.: STRUCTURAL DWG.

28' - 11"

82' - 1"

N E

O N

R E

T A

G W

A L

L R

E F

T R

U C

T U

R A

L D

W G

REFER DTL

7/S3.03 FOR

RETAINING WALL

DRAINAGE &

BACK FILL

REFER DTL

7/S3.03 FOR

RETAINING WALL

DRAINAGE &

BACK FILL

ZARAGOZA AVE.EXISTING BRICK

PAVEMENT TO REMAIN.

N E

W C

A S

L A

C E

C O

N C

A L

ATS MAIN

SWITCH

6" O.D. STEEL

BOLLARD -

CONC. FILLED.

REF.: CIVIL

DWG.

NEW TRENCH DRAIN

- REF.: CIVIL DWG

9' - 8 1/2" 11' - 3 1/2" 3' - 0"

R 2' - 6"

NEW CONC.

CURB. REF.:

CIVIL

NEW CONC.

PAVEMENT.

REF.: CIVIL

PORT RUNNER

TIRE SHEDDER

NEW

BARRIERS

N.I.C.

TYP. 6" O.D.

CONC. FILLED

BOLLARD. REF.:

CIVIL DWG.

TYP. 6" O.D.

CONC. FILLED

BOLLARD. REF.:

CIVIL DWG.

REMOVABLE

BOLLARDS. REF.

CIVIL DWG.

PURSUIT VEHICLE

VEHICLE DIRECTED

TO SECONDARY

NEW CONC.

PAVEMENT.

REF.: CIVIL

NEW CONC.

PAVEMENT.

REF.: CIVIL

STEEL ISLAND

CURB DETAIL

REF.: CIVILD

DWG.

TYP. 6" O.D.

CONC. FILLED

BOLLARD. REF.:

CIVIL DWG.

NEW

TRENCH

DRAIN - REF.:

CIVIL DWG

TYP. TIRE

SHEDDER

1' - 10"

24"x24" CONC.

COLUMN. REF.:

STRUCTURAL

DWG.

24"x24" CONC.

COLUMN. REF.:

STRUCTURAL DWG.

24"x24" CONC.

COLUMN. REF.:

STRUCTURAL

DWG.

24"x24" CONC.

COLUMN. REF.:

STRUCTURAL DWG.

NEW PLANTING

THIS AREA - REF.:

LANDSCAPE DWG.

NEW PLANTING @

THE BOTTOM OF ALL

THE NEW GREEN

WALL SYSTEM ON

THE STREET SIDE.

REF.: LANDSCAPE

DWG.

NEW PLANTING @ THE

BOTTOM OF ALL THE NEW

GREEN WALL SYSTEM ON

THE STREET SIDE. REF.:

LANDSCAPE DWG.

NEW 6"x24" CONC.

COLUM. REF.:

STRUCTURAL DWG.

NEW PRE-CAST CONC.

PAVERS. REF.:

ARCHITECTURAL AND

LANSCAPE DWG.

18' - 6"2' - 0"

NEW 6"x24" CONC.

COLUM. REF.:

STRUCTURAL DWG.

NEW PRE-CAST

CONC. PAVERS.

REF.:

ARCHITECTURAL

AND LANSCAPE

DWG.

NEW CONC.

PAVEMENT.

REF.: CIVIL

NEW PAVEMENT

MARKINGS - REF.

CIVIL DWG.

NEW PAVEMENT

MARKINGS - REF.

CIVIL DWG.

NEW LOUVERED SCREEN

FENCE. REFER TO SPEC.

SECTION 089200

8" CMU

SEPERATION WALL

EMERG. EYEWASH/

SHOWER STN.

S.S. COUNTER TOP W/

SINK & 5HP DISP

BIKE RACK

D.F.

NEW 6" CONC.

RETAINING WALL.

A501 8

8' - 0"

10' - 0"

3' - 0"

5' - 0"

A500

EXTENSION LIGHT. MOUNT ON COLUMN

@ HEIGHT PER CBP INSTRUCTION. (1) @

EA. SECONDARY BAY. (6) TOTAL

A202

A202 5

A202

A303

18' - 0" 18' - 0" 18' - 0" 18' - 0" 7' - 7"

12' - 8"6' - 6"11' - 6"6' - 6"11' - 6"6' - 6"11' - 6"6' - 6"11' - 6"3' - 2"

1' - 10"

A303

2' - 0" 4' - 6" 2' - 0" 4' - 6"

LINE OF

SECONDARY

CANOPY

POV LANE 1 POV LANE 2 POV LANE 3 POV LANE 4

Y C

L E

L A

N E

E O

F P

E D

E S

T R

C A

N O

P Y

V E

R H

E A

30' - 0"

A M

L A

N D

A M

L A

N D

A M

A300

DCACB

C9C9

C10C11C12C13 4' - 0" 38' - 0" 26' - 10" 26' - 10" 8' - 0"

397.00'

403.00'

401.00'

399.00'

394.50'

B.R. PHOTOCROMATIC

GLASS PANEL @

WEST WALL OF

BOOTH NO. 1 ONLY

REFER TO GLAZING

SPECIFICATION

2' - 0"

2' - 0" 18' - 6"

91' - 8"

36' - 0" 17' - 2" 18' - 0"

10' - 11"

NEW CAST IN

PLACE

CONCRETE

TRENCH -

REF.: POV-AL-

02 DWG.

PEDESTRIAN

PROCESSING

ENTRANCE

403.00'

NEW

LOGGIA

24"x24" CONC.

COLUMN. REF.:

STRUCTURAL

DWG.

LINE OF PRE-PRIMARY CANOPY - OVERHEAD

LINE OF PEDESTRIAN

CANOPY - OVERHEAD

LINE OF PRE-PRIMARY CANOPY - OVERHEAD

NEW

ORNAMENTAL

GUARDRAIL

NEW LOGGIA

REF.: ARCH.

FIRST FLOOR

PLAN

NEW

PLANTING

THIS AREA -

REF.:

LANDSCAPE

DWG.

18"x18" CONC.

COLUMN. REF.:

STRUCTURAL DWG.

NEW

PLANTING

THIS AREA -

REF.:

LANDSCAPE

DWG.

18"x18" CONC. COLUMN.

REF.: STRUCTURAL DWG.

NEW CONC.

PAVEMENT. REF.:

CIVIL

NEW CONC.

PAVEMENT.

REF.: CIVIL

NEW PAVEMENT

MARKING. REF.:

CIVIL DWG

CONT. 1 1/2" S.S.

HANDRAIL

CONT. 1 1/2" S.S. HANDRAIL

CONT. 1 1/2"

S.S. HANDRAIL

RAMP UP 1:12

R A

M P

U P

A M

P U

R A

M P

U P

A303

TIRE SHREDDER/

TRAFFIC LIGHT

NEW

ORNAMENTAL

FENCING

NEW CONC.

RETAINING

WALL.

NEW

CONC.

CURB

6" GATE

RECEIVER

POST

NEW PLANTING

THIS AREA, REF:.

LANDSCAPE

2' - 2" 2' - 2" 2' - 2" 2' - 2"

CONT. 1 1/2"

S.S.

HANDRAIL

30"x30"

CONC.

PAVERS

30"x30"

CONC.

PAVERS

30"x30"

CONC.

PAVERS

30"x30"

CONC.

PAVERS

30"x30"

CONC.PAVERS

A15

A1A1

A1 A1 A1

ORNAMENTAL

METAL FENCING.

REFER TO SPEC.

SECTION 055000

ORNAMENTAL

METAL FENCING.

REFER TO SPEC.

SECTION 055000

E .J

NEW CONC.

PAVING/CURB

EXIST. CONC.

PAVING TO

REMAIN

5' - 0"

EXIST. CANOPY & COLUMN

SUPPORTS TO REMAIN

EXIST. CONC. WALK &

CURB TO REMAIN

NEW TRENCH

DRAIN, REFER

TO CIVIL SHT'S.

N E

W P

A V

R E

S H

T 'S

E X

T P

A V

T O

R E

M A

H T 'S

A107

A10711

POVAB01

A500

2' - 6 1/8"

6' - 5" 1' - 0"

A11

A7 A5

A11

A13

A14

A16

STAND TO STAND

12' - 6"

CURB TO CURB

11' - 6"

6" GATE

RECEIVER

POST

A304

KEYNOTES AT

THIS LANE ARE

TYPICAL AT ALL

POV LANES

KEYNOTES:

BID OPTION #1: ADD PRE-PRIMARY

CANOPY. REFER TO OPTIONS SPEC.

SECTION FOR FURTHER INFORMATION.

NEW LANE CRASH BARRIER

RE: POV-AT-01

6" DIA. CONC. FILLED BOLLARD - 36" HIGH -

PAINT

6" DIA. CONC. FILLED BOLLARD - 96" HIGH -

PAINT

TRAFFIC LIGHT

RE: POV-AL-03

ARM GATE

RE: POV-AL-03

R.F.I.D. BY OWNER

BOLLARD BY GENERAL CONTRACTOR

STATUTORY SIGNAGE ON 4" DIA. CONC.

FILLED BOLLARD - 36" HIGH - PAINT

BARRIER GATE

RE: POV-AT-01

A10

A11

TRAFFIC GATE & VEHICLE DETECTOR

A12

A13

6" DIA. WHTI BOLLARD PROVIDED BY

G.C. RE: POV-AL-02 - PAINT

6" DIA. WHTI BOLLARD PROVIDED BY

G.C. RE: POV-AL-02 - PAINT

RADIATION PORTAL MONITOR (RPM) BY OWNER,

INSTALLED BY G.C. Re: 'X' SERIES DWGS.

NEW INSPECTION BOOTH

RE: 1/POV-AB-01

A14

NEW TRENCH DRAIN

RE: CIVIL DWGS FOR FULL EXTENT & DETAILS

A15

TIRE SHREDDERA16

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed

GENERAL SERVICE ADMINISTRATION

LAREDO CONVENT

U.S. PORT OF ENTRY

2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401

C E

R T

A T

S K

E Y

P L

A N

MARK DATE DESCRIPTION

R E

N O

T E

S G

R A

P H

C A

L E

C O

N T

R A

C T

O R

S B

G P

R O

J E

C T

D R

A W

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-12-HH-5050

RICHTER ARCHITECTS

LAREDO CONVENT PORT OF ENTRY

LAREDO CONVENT

U.S. PORT OF ENTRY

PORT OF ENTRY

AT LAREDO CONVENT

NTX00007

RAUL MORENO

100% BID DOCUMENTS SUBMISSION

SCALE:

DATE DRAFTED: 05/21/14

SHEET SIZE: 34 x 44

LAREDO-CONVENT.RVT

CONVENT STREET

LAREDO, TEXAS

05/23/2014

TX0116CV

As indicated

1 07-24-2014 AMENDMENT NO. 5

ENLARGED SITE PLANS

LMG

A101 078A 1

1/8" = 1'-0"

ENLARGED SITE - SECONDARY

1/8" = 1'-0"

ENLARGED SITE - PRE-PRIMARY/POV INSPECTION

1 7/24/2014

A103

COMPACTED SOIL

30"X30" PRE-CAST

CONCRETE UNIT PAVERS

COMPACTED FILL

SELF-ADHERING SHEET

WATERPROOFING

PROTECTION BOARD

EXISTING

LAREDO-CONVENT

BUILDING

1' - 6"1' - 6 1/2"

3'-9" EXISTING LIGHT WELL

H E

A R

1-1/4" DIA. STAINLESS

STEEL PIPE BALUSTER

@ 4'-0" O.C.-TYP.

4-1/2" CONCRETE PAVING

RE: CIVIL DWGS. FOR REINF.

AS REQUIRED, REMOVE

PORTION OF EXISTING

FOUNDATION WALL IF

CONFLICTING WITH NEW

CONCRETE PLANTER.

REMOVE AS REQUIRED, TOP

PORTION OF EXISTING CONCRETE

LIGHTWELL WALL, IF CONFLICTING

WITH NEW SIDEWALK SLAB.

10' - 1 1/2"

3" GRAVEL FILL

EXISTING DRAIN TO BE RE-CONNECTED

TO NEW RAIN DRAIN PIPE

CONT. CONC. CURB

C O

N C

R E

T E

P L

A N

T E

/2 " 6

16' - 1"

EXISTING CONCRETE

LIGHTWELL TO REMAIN

1' - 11 5/8"6 7/8"

3' - 0 1/2"

EXTEND

REINFORCING UP

TOP OF PLANTER

BETWEEN

BALUSTERS

2' - 0" 6"

1-1/2" DIA. STAINLESS

STEEL HANDRAIL

SOLID, COLD FLUID-APPLIED

WATERPROOFING

CONTINUOUS

SEALANT

8" DIA.x 1'-0" DEEP

CONCRETE PIER @

EACH HANDRAIL

BALUSTER - TYP.

35°

CONCRETE PLANTER

W/ ARCHITECTURAL

CONCRETE FINISH

CONCRETE CURB

1-1/4" DIA. STAINLESS

STEEL BALUSTER,

SET IN 2" PVC

SLEEVES @ 48" O.C.

1-1/2" DIA. STAINLESS

STEEL HANDRAIL

1" PVC WEEP

HOLES @ 48" O.C.

3" GRAVEL FILL

PROTECTION BOARD

OVER SELF-ADHERING

SHEET WATERPROOFING

FILTER FABRIC

OVER GRAVEL &

PROTECTION BD.

RE: LANDSCAPE

SPEC.

CONT. BACKER ROD

& SEALANT

6"7"

FILTER FABRIC OVER

GRAVEL FILL AND

PROTECTION BOARD

RE: LANDSCAPE SPEC.

CONTINUOUS

SURFACE MOUNTED,

STAINLESS STEEL,

REGLET (FRY "SM"

REGLET OR EQUAL)

A103

CONCRETE PLANTER

W/ ARCHITECTURAL

CONCRETE FINISH

CONCRETE CURB

COMPACTED SOIL

EXISTING

LAREDO-CONVENT

BUILDING

LA POSADA HOTEL

4"2' - 0" 6"

BOTTOM TIER

TOP TIER

TYP. TIERED

PLANTER

RE: LANDSCAPE

DRAWINGS

10' - 1 1/2"

BOTTOM TIER PLANTING AREA:

REFER TO DETAIL 6/LS1.01

C O

N C

R E

T E

P L

A N

T E

1' - 6 1/2" 1' - 6"

16' - 1"

6"1' - 11 5/8"6 7/8"2"

3' - 0 1/2"

2' - 0" 6 3/4"

1-1/4" DIA. STAINLESS

STEEL BALUSTER,

SET IN 2" PVC

SLEEVES @ 48" O.C.

30"X30" PRE-CAST

CONCRETE UNIT PAVERS

1-1/2" DIA. STAINLESS

STEEL HANDRAIL

4-1/2" CONCRETE PAVING

RE: CIVIL DWGS. FOR REINF.

1" PVC WEEP

HOLES @ 48" O.C.

1-1/2" DIA. STAINLESS

STEEL HANDRAIL

SOLID, COLD FLUID-APPLIED

WATERPROOFING

8" DIA.x 1'-0" DEEP

CONCRETE PIER @

EACH HANDRAIL

BALUSTER - TYP.

SELF-ADHERING SHEET

WATERPROOFING

PROTECTION BOARD

1-1/4" DIA. STAINLESS

STEEL PIPE BALUSTER

@ 4'-0" O.C.-TYP.

CONT. CONC. CURB

CONTINUOUS

SURFACE MOUNTED,

STAINLESS STEEL,

REGLET (FRY "SM"

REGLET OR EQUAL)CONT. SEALANT

3" GRAVEL FILL

PROTECTION BOARD

OVER SELF-ADHERING

SHEET WATERPROOFING

AS REQUIRED, REMOVE

PORTION OF EXISTING

FOUNDATION WALL IF

CONFLICTING WITH NEW

CONCRETE PLANTER.

" 7"

FILTER FABRIC

OVER GRAVEL &

PROTECTION BD.

RE: LANDSCAPE

SPEC.

CONT. BACKER ROD

& SEALANT

VARIES

A103 2

A103

CONTINUOUS

CONCRETE CURB

COMPACTED FILL OVER

EXSTG. CONC. STRUCTURE

RE: STRUCTURAL DWGS.

LA POSADA HOTEL

1 1/2" DIA., STAINLESS

STEEL PIPE HANDRAIL

4"2' - 0" 6"

1-1/2" DIA., STAINLESS

STEEL HANDRAIL

EXISTING DRAIN TO BE RE-CONNECTED

TO NEW STORM DRAIN PIPING

AS REQUIRED:

REMOVE PORTION

OF EXISTING

FOUNDATION WALL

IF CONFLICTING

WITH BALUSTER.

H G

T V

A R

10' - 1 1/2"

EXISTING CONCRETE PAVING

& LIGHTWELL TO REMAIN

THIS AREA OF PASEO

RE: STRUCTURAL DWGS.

1' - 6 1/2"

30"X30" PRE-CAST

CONCRETE UNIT PAVERS

4-1/2" CONCRETE PAVING

RE: CIVIL DWGS. FOR REINF.

SOLID, COLD FLUID-APPLIED

WATERPROOFING

8" DIA.x 1'-0" DEEP

CONCRETE PIER @

EACH HANDRAIL

BALUSTER - TYP.

6 1/4"

6"6 3/4"

2' - 0"

8"9 1/4"

SELF-ADHERING SHEET

WATERPROOFING

PROTECTION BOARD

EXISTING

LAREDO-CONVENT

BUILDING

1-1/4" DIA. STAINLESS

STEEL PIPE BALUSTER

@ 4'-0" O.C.-TYP.

3" GRAVEL FILL

CONT. SEALANT

RE: STRUCTURAL DWGS.

FOR REINFORCING STEEL

FILTER FABRIC OVER

GRAVEL FILL AND

PROTECTION BOARD

RE: LANDSCAPE SPEC.

3" GRAVEL FILL

PROTECTION BOARD

OVER SELF-ADHERING

SHEET WATERPROOFING

FILTER FABRIC OVER

GRAVEL & PROTECTION BD.

RE: LANDSCAPE SPEC.

CONT. BACKER ROD

& SEALANT

CONCRETE PLANTER

W/ ARCHITECTURAL

CONCRETE FINISH

1-1/4" DIA. STAINLESS

STEEL BALUSTER,

SET IN 2" PVC

SLEEVES @ 48" O.C.

1" PVC WEEP HOLES

@ 48" O.C.

1' - 6"

VARIES

CONC. CURB

EXISTING CONCRETE

PAVING & SUPPORT

STRUCTURE TO REMAIN

IN THIS AREA OF PASEO

RE: STRUCT. DWGS.

CONTINUOUS SURFACE

MOUNTED, STAINLESS

STEEL, REGLET (FRY

"SM" REGLET OR EQUAL)

A103

PLANTING AREA

2' - 0"

CURB

6" 4 ROWS OF 30x30 CONC. PAVERS

LENGTH MAY VARIES ~ 16' - 1" ALONG EL PASEO

2' - 6"

A105

NEW CHANNEL DRAIN

UNDER 30"X30" PAVERS

RAMP

RAMP DN

ELECTRICAL PULL

BOX UNDER

CONCRETE PAVERS

REF. CIVIL AND MEP

PLANTING AREA

BOTTOM TIER

BOTTOM OF

CONCRETE

PLANTER. REF.:

TO SECTION AT

LANDING DTL.

L A

P O

S A

D A

H O

T E

L A

R E

D O

C O

N V

E N

1 1/2" O.D. S.ST.

HANDRAIL TO

EXTEND 12" BEYOND

RAMP @ LANDING.

1" O.D. S.ST.

BALUSTER @

4 FT.

1 1/2" O.D. S.ST.

HANDRAIL TO

EXTEND 12"

BEYOND RAMP @

LANDING.

1" O.D.

BALUSTER

@ 4 FT.

ELEVATIONS AT

LANDINGS ALONG EL

PASEO VARIES. REF.: EL

PASEO ARCH. FLOOR

PLAN.

A106

5 ROWS OF 30x30 CONC. PAVERS

CURB

R E

F C

D R

T R

E N

C H

O W

S O

F x

O N

C P

A V

E R

C O

N C

A V

E R

O W

O F x

CONC. PLANTER

C U

R B

C U

R B

LAREDO-CONVENT BUILDING

LA POSADA HOTEL

30"X30" PRE-CAST

CONCRETE UNIT PAVERS ON

NEW CONCRETE SLAB

PRECAST CONCRETE

ELECTRICAL PULL BOX

RE: ELECTRICAL DWGS.

TOP TIER OF

PLANTING

LANSCAPING DWG.

A105

30"X29" PRECAST CONC.

UNIT PAVERS ALONG

LAREDO CONVENT WALL

A T

L A

N D

C O

N C

L A

N T

E R

6"2' - 0 1/2"6"

3' - 0 1/2"

NEW CAST-IN-PLACE

CONCRETE PLANTER

W/ ARCHITECTURAL

CONCRETE FINISH

RE: STRUCT. DWGS.

FOR CONC. PLANTER

REINFORCING

1" PVC WEEEP

HOLES @ 48" O.C.

CONT. CONC. CURB

CONTINUOUS

HANDRAIL BEYOND

AS REQUIRED, REMOVE

PORTION OF EXISTING

FOUNDATION WALL IF

CONFLICTING WITH NEW

CONCRETE PLANTER.

3" GRAVEL FILL

SHELF-ADHERING SHEET

WATERPROOFING

EXPANSION JOINT W/ CONT.

BACKER ROD & SEALANT

3 1/2"

SOLID, COLD FLUID-APPLIED

WATERPROOFING

PROTECTION BOARD

1-1/4" DIA. STAINLESS

STEEL PIPE BALUSTER

@ 4'-0" O.C.-TYP.

1-1/2" DIA. STAINLESS

STEEL PIPE HANDRAIL

RETURNED TO WALL @

LANDINGS - TYPICAL

2' - 6"

CONT. SURFACE

MOUNTED REGLET

30" x 30" PRE-CAST CONCRETE, UNIT PAVERS

CONCRETE SUPPORT SLAB

RE: CIVIL & STRUCT. FOR REINF.

CONTINUOUS SEALANT

PROTECTION BOARD

BACKER ROD & TRAFFIC

SEALANT

NEW COMPACTED SOIL

SELF-ADHERING SHEET

WATERPROOF MEMBRANE

( 3/16")

SOLID, COLD FLUID-APPLIED

WATERPROOFING

ADJUSTABLE PEDESTALS

CONT. SURFACE MOUNTED,

STAINLESS STEEL, REGLET

(FRY "SM" REGLET OR EQUAL)

A103

10'-0"

FIRST LEVEL

0'-0"

BASEMENT

LEVEL

SECURE CORR.

NEW COLUMN OVER

EXISTING PILE CAP

RE: STRUCT. DWGS.

NEW CAST-IN-PLACE

CONCRETE BEAM

RE: STRUCTURAL DWG.

NEW GRADE

REFER TO CIVIL DWG

EXISTING

RETAINING WALL

TO REMAIN (JOGS

SOUTH OF HOTEL)

CONCRETE

CLOSURE BEAM

NEW CONC. RETAINING WALL

RE: STRUCTURAL DWGS.

NEW CONRETE RAMP

RE: ARCH., & STRUCT. DWGS.

EXISTING FOUNDATION

TO BE REMOVED TO

PLACE NEW STRUCTURE

RE: STRUCTURAL DWG.

402.96'403.00'

6"1' - 11 5/8"6 7/8"

3' - 0 1/2"

CAST-IN-PLACE

CONCRETE PLANTER

W/ ARCHITECTURAL

CONCRETE FINISH

REF. LANDSCAPE

DWG FOR PLANTING

DETAILS

1" PVC WEEP

HOLES @ 48" O.C.

A107

ORNAMENTAL FENCING

30"X30" PRE-CAST

CONCRETE UNIT PAVERS

SUSPENDED CONCRETE SLAB

RE: STRUCT. DWGS. FOR REINF.

SOLID, COLD FLUID-APPLIED

WATERPROOFING

1' - 4"

399.89'

T.O.EXST. WALL

NEW CAST-IN-PLACE

CONCRETE BEAM

RE: STRUCTURAL DWG.

NEW ALUMINUM

STOREFRONT ENTRANCE

ALUMINUM, SADDLE THRESHOLD @

DOOR OPENING

PLASTER ON SELF FURRING

LATH OVER MASONRY

PROTECTION BOARD

SOLID, SELF-ADHERING

SHEET WATERPROOFING

CONTINUOUS

WATERSTOP

10 MIL VISQUEEN

VAPOR BARRIER

SOLID, SELF-ADHERING

SHEET WATERPROOFING

STAINLESS STEEL

HANDRAIL, BEYOND

3" GRAVEL FILL

PROTECTION BOARD

OVER SELF-ADHERING

SHEET WATERPROOFING

FILTER FABRIC OVER

GRAVEL & PROTECTION BD.

RE: LANDSCAPE SPEC.

CONT. BACKER ROD &

SEALANT BETWEEN

HOTEL & NEW

CONSTRUCTION -

BEYOND

LINE OF EXISTING

HOTEL, BEYOND

1" PVC WEEP HOLES @

48" O.C. FROM HOTEL

TO END OF PLANTER4

" 1" PVC WEEP HOLES @

48" O.C. FROM HOTEL

TO END OF PLANTER

CONT. WALL-TO-WALL,

ALUM. EXP. JOINT COVER

SLAB-TO-WALL, PRE-COMPRESSED,

EXPANSION JOINT SEAL @

STRUCTURAL SLAB

HOLD BEAM 1" OFF

EXIST. RETAINING

WALL

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed

GENERAL SERVICE ADMINISTRATION

LAREDO CONVENT

U.S. PORT OF ENTRY

2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401

C E

R T

A T

S K

E Y

P L

A N

MARK DATE DESCRIPTION

R E

N O

T E

S G

R A

P H

C A

L E

C O

N T

R A

C T

O R

S B

G P

R O

J E

C T

D R

A W

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E

SUB A/E

CONSTR. CON.

NAME

ADDRESS

BUILDING NO.

OTHER

BUILDING NOs.

FACILITY CODE

PROJECT

TITLE

PROJECT

DESCRIPTION

PROJECT NO.

GSA PM

SUBMISSION

SUB. DATE

DRAWING TITLE

FILE NAME

FLOOR NO.

DRAWN BY

CHECKED BY

DRAWING NO.

DISCIPLINE SHEET TYPE SEQUENCE

GS-07P-07-HH-D-0083

GS-P-07-12-HH-5050

RICHTER ARCHITECTS

LAREDO CONVENT PORT OF ENTRY

LAREDO CONVENT

U.S. PORT OF ENTRY

PORT OF ENTRY

AT LAREDO CONVENT

NTX00007

RAUL MORENO

100% BID DOCUMENTS SUBMISSION

SCALE:

DATE DRAFTED: 05/21/14

SHEET SIZE: 34 x 44

LAREDO-CONVENT.RVT

CONVENT STREET

LAREDO, TEXAS

05/23/2014

TX0116CV

As indicated

1 07-24-2014 AMENDMENT NO. 5

PASEO SECTIONS

HB/BM

A105 082A 1

3/4" = 1'-0"

PASEO SECTION 1

3/4" = 1'-0"

PASEO SECTION 2

3/4" = 1'-0"

PASEO SECTION 4

3/4" = 1'-0"

ENLARGED LANDING AT EL PASEO

3/4" = 1'-0"

PASEO SECTION 3 AT LANDING (TYP.)

3" = 1'-0"

DETAIL - TRANSVERSAL SECTION @ PASEO LANDING (TYP.)

3/4" = 1'-0"

PASEO SECTION 5 AT FIRST FLOOR LEVEL

NEW/EXISTING BELOW GRADE G.C. NOTE:

APPLY CONT. LAYER OF SELF-ADHERING SHEET

WATERPROOFING OVER ALL NEW AND EXISTING

CONCRETE BELOW GRADE.

8 7

30"X30" PRECAST CONCRETE

UNIT PAVERS

EXISTING CONCRETE

STRUCT. TO REMAIN

RE: STRUCT. DWGS.

30"X30" PRECAST

CONCRETE UNIT PAVERS

SUSPENDED CONCRETE SLAB

RE: STRUCTURAL DWG.

EXISTING GRADE

NEW CONCRETE TRENCH

DRAIN BEARING ON

EXISTING STRUCTURE

RE: STRUCTURAL DWG.

SOLID, COLD FUILD-

APPLIED WATERPROOFING

ON INTERIOR OF TRENCH

DRAIN

6" 1' - 0"

3' - 4"1' - 0"6"

EXISTING PILE CAP - REF.:

STRUCTURAL DWG.

EXISTING

LIGHTWELL WALL

BEYOND

1" PVC WEEPS

@ 24" O.C.- TYP.

CONTINUOUS

WATERSTOP

GRAVEL FILL

A505

NEW STORM

SEWER LINE

RE: CIVIL DWGS

SUSPENDED CONCRETE SLAB

RE: STRUCTURAL DWG.

COMPACTED FILL402.96'

403.00'

CONTINUOUS

WATERSTOP-TYP.

1-1/2" DEEP, HOT DIP GALV.

TRENCH GRATE W/ CONT.

1-1/2"x1-1/2"x1/4" H.D. GALV., ANGLES ON EACH SIDE

6"SOLID, COLD FUILD-APPLIED

WATERPROOFING

SOLID, COLD FUILD-APPLIED

WATERPROOFING

1-1/2" DIA., STAINLESS

STEEL HANDRAIL - TYP.

GREEN ROOF

PVC ROOFING

MEMBRANE W/ CONT.

TERMINATION BAR

NEW OVERHEAD

DOOR

SALLYPORT

A503

E.J.

3/4"

1' - 0"

394.00'

6 1/2"

CONCRETE BEAM

W/ ARCHITECTURAL

CONCRETE FINISH

HOT DIPPED, GALV.

DOOR TRACK - BEYOND

1/2" PVC DRAIN

PIPE @ 4'-0" O.C.

A503

TRENCH DRAIN

RE: CIVIL DWGS.

CONCRETE COLUMN - BEYOND

W/ ARCHITECTURAL CONCRETE

FINISH9

1' - 0"

LINE OF EXSTG.

BLDG. BEYOND

1' - 6 1/2" 2' - 0"

LINE OF NEW

CONC. COLUMN

W/ ARCH. CONC.

FINISH

PLASTIC VAPOR

BARRIER

A105

30"x30" PRECAST

CONCRETE UNIT PAVERS

NEW DRAIN FROM TRENCH DRAINS

TO NEW STORM SEWER LINE

RE: CIVIL DRAWINGS

NEW CONCRETE TRENCH DRAIN

INTEGRAL W/ SUSPENDED SLAB

RE: STRUCTURAL DRAWINGS

CONT., 2"x2"x1/4" HOT

DIPPED, STEEL ANGLE

BOLTED INTO FACE OF

CONC. W/ 3/16"x 4"

EXP. BOLTS @ 16" O.C.

1-1/4" DEEP HOT DIPPED

GALV. METAL GRATE

1' - 0" 1' - 4" 6"

GREEN ROOF

PVC ROOFING

MEMBRANE W/ CONT.

TERMINATION BAR

NEW CONCRETE WALL BEYOND

REFER TO STRUCTURAL DWG.

1 1/2" DIA. STAINLESS

STEEL, PIPE HANDRAIL

1-1/4" DIA. STAINLESS

STEEL BALUSTER @

48" O.C.

2" SCHD. 40

PVC SLEEVE

T.O.FOOTING

392.25'

BASEMENT

393.00'

SALLYPORT

394.00'

CAST-IN-PLACE CONCRETE

WALL - PAINTED

RE: STRUCT. DWGS.

FIRST FLOOR

403.00'

CAST-IN-PLACE CONC.

W/ ARCHITECTURAL

FINISH CONCRETE ON

ALL EXPOSED SURFACES

CONT. WATERSTOP

SALLY PORT, CONC.

FLOOR SLAB

RE: STRUCT. DWGS.

PLASTIC VAPOR

BARRIER

SOLID, SELF-ADHERING SHEET

WATERPROOFING

EXTEND PROTECTION BOARD

12" ABOVE FINISHED GRADE

CONT. WATERSTOP

LINE OF CONC. BEAM BEYOND

CONT. SLAB-TO-WALL,

ALUM. EXPANSION

JOINT COVER

6 5

30"x30" PRECAST

CONCRETE UNIT

PAVERS

NEW STORM SEWER LINE,

BEYOND - DEPTH VARIES

RE: CIVIL DRAWINGS

COMPACTED SOIL

NEW CONCRETE SLAB

BEARING ON EXISTING

CONC. STRUCTURE

RE: STRUCT. DWG.

ELECTRICAL PULL BOX

RE: CIVIL & ELEC.DWGS.

RETURN HANDRAIL TO

WALL OF EXISTING

BLDG. @ LANDING

1' - 0"

PORTION OF EXISTING

CONCRETE FOUNDATION

TO REMAIN

CONTINUOUS WATERSTOP

GRAVEL FILL

30"x30" PRECAST

CONCRETE UNIT

PAVERS

SOLID, COLD

FLUID-APPLIED

WATERPROOFING

NEW STORM SEWER LINE,

BEYOND - DEPTH VARIES

RE: CIVIL DRAWINGS

1-1/2" DIA., STAINLESS

STEEL HANDRAIL

1-1/4" DIA., STAINLESS STEEL

BALUSTERS @ 48" O.C.

NEW CONCRETE TRENCH

DRAIN INTEGRAL W/

SUSPENDED SLAB

RE: CIVIL DRAWINGS

1-1/2" DEEP, HOT DIPPED

GALV., TRENCH GRATE W/

CONT. 1-1/2"x1-1/2"x1/4" HOT

DIPPED GALV. STEEL ANGLES

EMBEDED ON EACH SIDE

SOLID, COLD FLUID-APPLIED

WATERPROOFING

6" 6"

1'X2' CONCRETE

PAVERS

WATER PROOF

MEMBRANE

COUNTER FLASHING &

SEALANT

GREEN ROOF

SYSTEM.

DRAIN AT EACH

GREEN ROOF BASIN

RE: CIVIL DWGS.

WATERPROOF

MEMBRANE AT

GREEN ROOF

BASINS

SLIP SHEET

LAREDO CONVENT EAST

WALL

2" JOINT FILLER AND SEALANT AT

BUILDING EXPANSION JOINT

JOINT FILLER AND SEALANT AT

BUILDING EXPANSION JOINT

ALONG ALL EXTERIOR SIDE OF

NEW SLAB

CAST IN PLACE

METAL REGRET

AND SEALANT

A501

1 1/2" HORIZ. PVC DRAIN

PIPE THROUGH REINF.

CONCRETE BEAM.

MINIMUM (1) @ EA. BAY

GREEN ROOF SYSTEM.

WATER PROOF

MEMBRANE

SLIP SHEET

CHAIN-LINK FENCE

NEW CONCRETE SLAB OVER SALLY PORT,

REFER TO STRUCTURAL DRAWINGS.

DRIP

1 1/2" HORIZ. PVC DRAIN PIPE OVERFLOW SCUPPER THROUGH

REINF. CONCRETE BEAM. MINIMUM (1) @ EA. BAY

A103

A106

A103

A106

CONT. WATERSTOP

PLASTIC VAPOR

BARRIER

3' - 7 1/4"

T.O.FOOTING

392.25'

BASEMENT

393.00'

SALLYPORT

394.00'

PLASTIC VAPOR

BARRIER

10' - 0 1/4"

16' - 6 1/4"

4' - 11 1/2"1' - 0" 1' - 0"

3' - 0"

DRAIN AT EACH GREEN ROOF BASIN

RE: CIVIL DWGS.

BTM. BEAM

403.50'

1ST. FLOOR

403.00'

REMOVE APPROXIMATELY TOP 1'-0"

OF EXISTING RETAINING WALL

RE: STRUCTURAL…

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