02 - TELECOMUNICATION LINES MEDVAMC BID DOCS Civil Drawings.pdf

PDF 504 KB Posted Apr 1, 2026

Attached to: Z1NE--Repair Water Lines
Solicitation number: 36C25626Q0549
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Apr 1, 2026

This is a Site Grading Plan drawing for a New Administration Building project located at 2002 Holcombe Boulevard, Houston, Texas 77030. The plan, prepared by H2B, Inc. (Structural/Civil Engineer and Architect & M.E.P. Engineer) and SPUR Design (Fire Protection/Telecom Engineer), shows the proposed 75' x 120' administration building with associated site improvements and utilities.

The drawing details site grading elevations, slope percentages, and pavement specifications for the project area. Key features include proposed contours at 1.0' and 0.2' intervals, top of pavement (TP) and top of sidewalk (TS) elevations ranging from approximately 42.10 to 44.70 feet, sidewalk slopes with maximum 3% grade and 5% ADA ramp slopes, and 6" curb heights. The plan incorporates existing and future access roads, utility infrastructure including underground electric, gas, water, sanitary sewer, storm drain, oxygen, telecommunications, and fiber optic lines, as well as electrical equipment (transformers, panels, vaults, pull boxes), fire hydrants, light standards, and other site appurtenances. Reference benchmarks are established using GPS observations coordinated to NAD83 (2011 Adj.) South Central Zone coordinates and NAVD 1988 datum. The drawing identifies project limits versus areas not in contract and includes a project key map showing the building's location within the larger facility context. Drawing number is 580-CSI-110, dated 6/27/2017, designated as page 6 of 95 of the Bid Documents.

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T E

TTRANSFORMER

ELEC PANEL

GATE

A S

P H

A L

ELEC PB

E L E C

P B

SHACK

GUARD

ELEC VAULT

ELEC PB

T R

N S

F M

R x

T R

N S

F M

R x

T R

N S

F M

R x

T R

N S

F M

R x

TRNSFMR

1.5'x2'

TELE PED

(TONE MARKS)

FIBER OPTIC CABLE

W/ LIGHT

4" BOLLARD

ICV

WV EB

FF=45.00

ADMIN BLDG

NEW 75'x120'

43 43

TP=43.19

NEW ADMINISTRATION BUILDING

ALL ESS

HOUSTON, TX 77030

2002 HOLCOMBE BOULEVARD,

Revision # Date

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBERPROJECT LOCATION

CHECKED DRAWN

APPROVED: CHIEF ENGINEER

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

1 2 3 4 5 6 7 8 9

VA FORM 08-6231

Management and Facilities

Construction

Office of

Dwg.

CONSULTANTS

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF ENGINEER

F U

L L

Y S

P R

K L

E R

E D

1 2 3 4 5 6 7 8 9

SHEET TITLE

STRUCTURAL / CIVIL ENGINEER

(713) 864-2900

HOUSTON, TX 77008

1225 N. LOOP WEST, SUITE 800

H2B, INC.

TX ENGR REGISTRATION NO. F-17591

TX ARCH REGISTRATION NO. BR 2171

580-CSI-110

PROJECT KEY MAP

GARAGE

NEW PARKING

HOLC

OMBE

BLVD

C A

M B

G E A

V E

C A

M B

G E A

V E

E N

G G

R O

U N

D S

E N

G S

H O

P S

C H

L E

R B

B O

E R P

L A

N T

R E

C C

E N

T E

R /G

Y M

R E S

E A

R C

S U

B S

T A

N C

E A

B U

S E

MAI

BUI

LDI

H O

U S

H E

A L

M E

D A

E A S

T L

E E

SOUTH LEE

W E S

T L

E E

G N E S S A

V E

CATE TERRACE

SHEEHAN

AVE

L E C

A P

A N

C A

M B

G E

OLD SP

ANISH TRAIL

N H

C U P

K G L

O T

RETE

NTI

POND

V A

R A

M P

HOLCOMBE RETAIL CENTER

HOLCOMBE BLVD

VA REGIONAL OFFICE

OLD S

PANIS

H T

RAIL

A L

M E

D A

NTS

40'20'10'0'

SCALE 1" = 20'

HORIZONTAL CONTROL

VERTICAL CONTROL

of 956-27-17

BID DOCUMENTS

FIRE PROTECTION / TELECOM ENGINEER

ARCHITECT & M.E.P. ENGINEER

713.864.2900

HOUSTON, TX 77008

1225 N Loop W, Suite 800

Texas Fir Registration No. 8856

H2B, INC.

(512) 472-6721

AUSTIN, TX 78701

400 W. CESAR CHAVEZ STREET, SUITE 500

PAGE

6/27/2017

LEGEND:

75 PROPOSED MAJOR CONTOUR (1.0')

PROPOSED MINOR CONTOUR (0.2')

TOP OF PAVEMENT

TOP OF SIDEWALK

EXISTING LEGEND:

UNDERGROUND POWER LINE

UNDERGROUND GAS LINE

FENCE

SANITARY SEWER

STORM DRAIN

OXYGEN LINE

WATER LINE

WROUGHT IRON FENCE

UNDERGROUND ELECTRIC

WATER VALVE

FIRE HYDRANT

ELECTRIC BOX

LIGHT

LIGHT STANDARD

ELECTRIC MANHOLE

SIGN

SANITARY SEWER MANHOLE

IRRIGATION CONTROL BOX

TELECOMMUNICATION LINE

EXIST ROADWAY REPAIR PROJECT

NEW SCOPE PROJECT LIMITS

CS-103

NOTES:

SITE GRADING PLAN

CROSS SLOPE OF 2%.

SLOPE OF 3%. ALL SIDEWALKS SHALL HAVE A

OF 5% AND SIDEWALKS SHALL HAVE A MAXIMUM

3. ADA RAMP(S) SHALL HAVE A MAXIMUM SLOPE

IN DETAIL NO. 9, SHEET CS-200.

2. CURB TAPERS SHALL BE CONSTRUCTED AS SHOWN

CURB HEIGHT SHALL BE 6".

EXISTING ASPHALT PAVING ELEVATION. TYPICAL

SO THAT BOTTOM OF FACE OF CURB MATCHES

1. NEW CONCRETE CURBS SHALL BE CONSTRUCTED

BOX

ELEC PULL

PULL BOX

EXIST TELE CONDUIT

BOX w/SPARE 4"

EXIST ELEC PULL

LIMITS

SHEET

SCALE FACTOR OF 0.999885781.

CONVERTED TO GRID BY APPLYING THE AVERAGE

NAD83 (2011 ADJ.) AND ARE SURFACE AND CAN BE

COORDINATE SYSTEM SOUTH CENTRAL ZONE, 4204,

OBSERVATIONS THE LIECA GPS NETWORK TEXAS

COORDINATES SHOWN HEREON ARE BASED ON GPS

NAVD 1988, 2001 ADJUSTED

NEAR STREAM D100-00-00 ELEV. 43.68 FEET

CENTER IN KEYMAP 533E IN THE BRAYS WATERSHED

DOWNSTREAM, E. SIDEWALK OF BRIDGE, AT STREAM

S. OF HOLCOMBE BOULEVARD LOCATED ON

BRIDGE AT BRAESWOOD BOULEVARD & BRAYS BAYOU,

AN HCFCD BRASS DISK STAMPED D100 BM14 ON

FLOODPLAIN REFERENCE MARK NUMBER 040105 IS

TS=44.46

TS=45.00

(NOT IN CONTRACT)

FUTURE/EXISTING ACCESS ROAD

O T

C O

N T

R A

C T

F U

T U

R E

E X I

S T I

C E

A D

O T

N T

R A

C T

F U

T U

R E

E X I

S T I

C E

A D

TS=45.00

TS=43.70

TS=45.00

(NOT IN CONTRACT)

ACCESS ROAD

FUTURE/EXISTING

TS=44.80

3.6%

0.4%

TP=42.96

TP=42.37

TP=42.69

TP=42.67

TP=42.90

TP=43.12

TP=43.41

TP=42.69

TP=42.94 TP=42.63

TS=43.79

TS=44.20

TS=42.87

TS=44.70

TP=±43.86

MATCH EXIST

TS=44.03

TP=43.40

TP=43.08

TP=±42.92

MATCH EXIST

TP=±43.37

MATCH EXIST

TP=42.96

TP=42.85

TP=42.71

TP=42.74

TP=42.50

TP=42.18

TP=42.10

TP=42.48

TP=42.23

TP=42.13

TP=42.40

TP=43.03

TP=43.13

TS=44.01

TP=±43.18

MATCH EXIST

TP=±43.41

MATCH EXIST

TP=±43.86

MATCH EXIST

TP=±42.46

MATCH EXIST

TP=±43.24

MATCH EXIST

TP=43.60

TP=±42.81

MATCH EXIST

TP=±42.69

MATCH EXIST

TS=44.20

TS=44.18

TP=±42.10

MATCH EXIST

TP=±42.51

MATCH EXIST

TP=±42.41

MATCH EXIST

TP=±43.60

MATCH EXIST

TP=±43.62

MATCH EXIST

TP=±43.11

MATCH EXIST

TP=±42.83

MATCH EXIST

TP=±42.21

MATCH EXIST

TP=44.10

TP=43.77

TS=44.69

TS=44.59

TS=44.60

TS=44.37

TS=44.27

TS=44.37

TS=44.27

TP=43.69

TS=43.29

TP=42.84

TP=±42.23

MATCH EXIST

TP=42.35

1.4%

1.8%

5%5%

File details come from the government source that posted it. Updated Apr 1, 2026.