01_d Civil DWGs 4of4 oc.pdf

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Y1DA--LTSCI VA Dallas 549-820B Long Term Spinal Cord Injury
Solicitation number
36C10F22R0045
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This document provides details on a federal solicitation and related government file. The solicitation number 36C10F22R0045 from the Department of Veterans Affairs Office of Construction and Facilities Management is seeking proposals for the Y1DA--LTSCI VA Dallas 549-820B Long Term Spinal Cord Injury opportunity. The opportunity type is listed as a solicitation, and the description provided is for LONG TERM SPINAL CORD INJURY 549-820B. The related government file is 01_d Civil DWGs 4of4 oc.pdf, but no other content details are provided on the file.

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ELEV P4

ELEV P3

S-01

STAIR 01

BB105

ELECTRICAL

WATER AND SANITARY SEWER GENERAL NOTES

SANITARY SEWER PLAN

83-C-603

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AM

P:

Drawing Title

Approved Project Director:

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Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070Revisions Date

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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E

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A

97 8654321

Project Abbreviation

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E

D

C

B

A

FI

LE

N

AM

E:

Page Southerland Page, LLP.

1800 Main Street Suite 123 Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC / International Affiliate Offices

214 522 3900 214 522 4380

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CONSTRUCTION FULLY SPRINKLERED

VA-LTSCIF-D

JJS

549-820B

CJS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

CONSULTANTS:

Pacheco Koch DALLAS n FORT WORTH n HOUSTON

DWG OF 3731

SPECIAL NOTE:

COORDINATE SEWER PIPE

LOCATION WITH PIER

FOUNDATION SYSTEM AND

ELEVATOR SHAFT

CONSTRUCTION LOCATION

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EXISTING CONCRETE PAVEMENT

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F.F. 1=535.25 F.F. B1=519.25 F.F. SB=VARIES (SEE SUBBASEMENT GRADING)

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GND

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RIM=525.5

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FUEL

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RIM=532.4 TN=530.3

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RIM=532.4 TN=528.5

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RIM=532.8 TN=529.0

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RIM=520.9 FL6"(E1)=515.5±FL8"(E2)=511.2±FL8"(W)=511.1±

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RIM=533.2 FL15"(NE)=521.3±FL15"(SW)=521.4±

AutoCAD SHX Text RIM=531.6 FL24"(NW1)=521.8±FL6"(NW2)=525.8±FL24"(E)=521.8±FL6"(W)=528.6±(LID READS SS WITH B36 TAG)

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RIM=534.2 FL6"(NW)=530.0±FL24"(SW)=522.5±FL24"(E)=522.6±

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RIM=536.1 (FULL OF WATER) (PIPES NOT VISIBLE)

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RIM=534.7 FL24"(E)=525.7±FL6"(E)=529.5±FL24"(W)=525.9±(LID READS SS)

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RIM=518.6 TD=518.3±(FULL OF DIRT)

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6' CONCRETE SIDEWALK

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UNKNOWN PLASTIC PLATES (BOLTED)

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HANDRAIL

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CONCRETE WALL

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ONE-ST0RY BRICK BUILDING

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BUILDING NO. 74

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COM

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8" WATER

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8" WATER

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ELECTRICAL

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8" SANI SEWER

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ELECTRICAL

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ELECTRICAL

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PROPOSED ELECTRIC LINE (REFER TO MEP PLANS FOR DETAILS)

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REFER TO MEP PLANS FOR DETAIL OF PROP. SANITARY SEWER UNDER BLDG.

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PROPOSED STORAGE TANK (REFER TO SHEET 83-C-604 FOR DETAILS)

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GRAPHIC SCALE IN FEET

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TRAFFIC SIGNAL POLE

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OVERHEAD UTILITY LINE

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FLAG POLE

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TRAFFIC SIGNAL CONTROL

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IRRIGATION CONTROL VALVE

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CLEANOUT

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MANHOLE

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1/2-INCH IRON ROD

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W/"PACHECO KOCH" CAP SET

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UNDERGROUND WATER LINE

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6"SS

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UNDERGROUND SANITARY SEWER LINE

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CONTROLLING MONUMENT

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EDGE OF OVERHANG

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%%ULOCATOR MAP

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NOT TO SCALE

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E. ANN ARBOR AVE.

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S. LANCASTER RD.

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VETERANS DR.

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WORK AREA

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MATCH LINE 83-C-604

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1. REFER TO 83-C-001 FOR WATER AND SANITARY SEWER GENERAL REFER TO 83-C-001 FOR WATER AND SANITARY SEWER GENERAL NOTES. 2. CONTRACTOR TO PUMP S.S. AS REQUIRED FOR INSTALLATION OF CONTRACTOR TO PUMP S.S. AS REQUIRED FOR INSTALLATION OF NEW SANITARY SEWER LINE. CONTRACTOR TO COORDINATE WITH THE STATION AS NEEDED.

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PROPOSED FIRE HYDRANT

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PROPOSED WATER TEE AND VAVLE

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PROPOSED SANITARY SEWER MANHOLE

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PROPOSED SANITARY SEWER WYE

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PROP S.S

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RPOPOSED WATER LINE

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PROPOSED SANITARY SEWER LINE

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VA FORM 08-6231

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PK FILE: 1352-09.237

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TX REG. ENGINEERING FIRM F-469

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TX REG. SURVEYING FIRM LS-100080-00

AutoCAD SHX Text 7557 RAMBLER ROAD SUITE 1400 557 RAMBLER ROAD SUITE 1400 57 RAMBLER ROAD SUITE 1400 7 RAMBLER ROAD SUITE 1400 RAMBLER ROAD SUITE 1400 RAMBLER ROAD SUITE 1400 AMBLER ROAD SUITE 1400 MBLER ROAD SUITE 1400 BLER ROAD SUITE 1400 LER ROAD SUITE 1400 ER ROAD SUITE 1400 R ROAD SUITE 1400 ROAD SUITE 1400 ROAD SUITE 1400 OAD SUITE 1400 AD SUITE 1400 D SUITE 1400 SUITE 1400 SUITE 1400 UITE 1400 ITE 1400 TE 1400 E 1400 1400 1400 400 00 0 DALLAS, TX 75231 972.235.3031ALLAS, TX 75231 972.235.3031LLAS, TX 75231 972.235.3031LAS, TX 75231 972.235.3031AS, TX 75231 972.235.3031S, TX 75231 972.235.3031, TX 75231 972.235.3031 TX 75231 972.235.3031TX 75231 972.235.3031X 75231 972.235.3031 75231 972.235.303175231 972.235.30315231 972.235.3031231 972.235.303131 972.235.30311 972.235.3031 972.235.3031 972.235.3031 972.235.3031 972.235.3031972.235.303172.235.30312.235.3031.235.3031235.303135.30315.3031.30313031031311

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ENGINEER IS AN OFFENSE UNDER THE TEXAS

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WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE

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THE SEAL APPEARING ON THIS DOCUMENT WAS

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ENGINEERING PRACTICE ACT.

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. ALTERATION OF A SEALED DOCUMENT

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CLAYTON J. STROLLE

AutoCAD SHX Text 108906

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AUTHORIZED BY CLAYTON J. STROLLE, P.E. 108906 ON

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VAN

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WATER AND SANITARY SEWER GENERAL NOTES

35,000 GAL SANITARY SEWER TANK DETAIL1

1. DEPTH OF EXCAVATION FOR UNDERGROUND TANK AND/OR TANKS TO BE DETERMINED BY TANK MANUFACTURER'S MINIMUM RECOMMENDATIONS. IN ALL CASES, THE TANK(S) ARE TO HAVE A MINIMUM OF 24” COVER OVER THE HIGHEST POINT OF THE TANK (EXCLUDING THE TOP OF THE MANHOLES AND VENT PIPES). THE NUMBER OF VENT PIPES ARE TO BE THE MINIMUM RECOMMENDED BY THE TANK MANUFACTURER BUT IN NO CASE ARE LESS THAN TWO TO BE PROVIDED. TANKS ARE TO BE INSTALLED, TIED DOWN, BACKFILL, MECHANICALLY TAMPED PER THE MANUFACTURER'S MINIMUM RECOMMENDATIONS. PROVIDE CONCRETE SLAB FOR TANK (OR TANKS) TO SIT ON CONCRETE SLAB SIZE, THICKNESS, RE-ENFORCED STEEL, ETC. TO BE PER MANUFACTURER'S MINIMUM RECOMMENDATIONS. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR THE TANK SLAB STAMPED BY A LICENSED

STATE OF TEXAS STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO START OF CONSTRUCTION.

2. IN NO CASE SHALL THE NATIVE BACKFILL AROUND THE TANK BE COMPACTED TO LESS THAN 95% PROCTOR #1) GRAVEL BACKFILL AROUND TANK TO BE INSTALLED PER MANUFACTURER'S MINIMUM RECOMMENDATIONS. #20

TOP OF 18' OF NATIVE BACKFILL TO BE COMPACTED TO NO MORE THAN 90% PROCTOR.

SANITARY SEWER PLAN

83-C-604

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AM

P:

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

PSP 309070Revisions Date

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

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A

97 8654321

Project Abbreviation

F

E

D

C

B

A

FI

LE

N

AM

E:

Page Southerland Page, LLP.

1800 Main Street Suite 123 Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC / International Affiliate Offices

214 522 3900 214 522 4380

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CONSTRUCTION FULLY SPRINKLERED

VA-LTSCIF-D

JJS

549-820B

CJS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

CONSULTANTS:

Pacheco Koch DALLAS n FORT WORTH n HOUSTON

DWG OF 3732

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20-SPACES

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18-SPACES

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22-SPACES

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10-SPACES

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14-SPACES

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6' METAL FENCE

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HANDRAIL

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RIM=518.9 (WELDED SHUT)

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HANDRAIL

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VARIOUS TEMPORARY STORAGE CONTAINERS AND TRAILERS LOCATED IN THIS AREA

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METAL PLATE

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RIM=520.6 FL10"(E)=509.9±FL10"(W)=509.8±8"(N)=PER PLAN

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RIM=517.7 FL10"(E)=508.3±FL10"(W)=508.2±

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RIM=519.8 FL8"(NE)=517.4±FL8"(SW)=514.2±FL24"(E)=509.3±FL24"(W)=509.3±

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RIM=517.6 FL8"(S)=513.8±

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RIM=518.7 6" VERTICAL PIPE (BOTTOM)=515.7±

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RIM=518.9 FL48"(S)=506.8±FL48"(W)=505.9±(LID READS SS)

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RIM=519.0 FL24"(N)=507.1±FL24"(S)=507.1±FL6"(NW)=514.6±

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CONCRETE RETAINING WALL

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10" SANI SEWER

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6" SANI SEWER

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6" SANI SEWER

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8" SANI SEWER

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8" WATER

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8" WATER

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6" WATER

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ELECTRICAL

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ELECTRICAL

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8" WATER

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10" SANI SEWER

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10" SANI SEWER

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PROPOSED STORAGE TANK (REFER TO SHEET 83-C-604 FOR DETAILS)

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GRAPHIC SCALE IN FEET

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OVERHEAD UTILITY LINE

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PROPERTY LINE

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FLOOD LIGHT

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TRAFFIC SIGN

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FLAG POLE

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TRAFFIC SIGNAL CONTROL

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IRRIGATION CONTROL VALVE

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CLEANOUT

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MANHOLE

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WATER METER

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LIGHT STANDARD

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FIRE HYDRANT

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BOLLARD

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IRS

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1/2-INCH IRON ROD

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W/"PACHECO KOCH" CAP SET

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UNDERGROUND WATER LINE

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UNDERGROUND SANITARY SEWER LINE

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CONTROLLING MONUMENT

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EDGE OF OVERHANG

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%%ULOCATOR MAP

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NOT TO SCALE

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E. ANN ARBOR AVE.

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S. LANCASTER RD.

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VETERANS DR.

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WORK AREA

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MATCH LINE 83-C-603

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1. REFER TO 83-C-001 FOR WATER AND SANITARY SEWER GENERAL REFER TO 83-C-001 FOR WATER AND SANITARY SEWER GENERAL NOTES. 2. THE PROPOSED SAN. SEWER TANK SHALL BE PUMPED OUT BY THE PROPOSED SAN. SEWER TANK SHALL BE PUMPED OUT BY VACUUM TRUCK BY THE OWNER IN THE EVENT THAT THE SYSTEM HAS BACKED UP TO CAUSE THE TANK TO FILL UP. 3. THE PROPOSED 8" VALVE DOWNSTREAM OF THE MANHOLE AT THE PROPOSED 8" VALVE DOWNSTREAM OF THE MANHOLE AT STATION 0+30.98 LINE "SS-2" SHALL BE CLOSED IN THE EVENT OF A DISASTER TO ALLOW THE FLOW TO FILL UP THE MANHOLE AND THEN FLOW INTO THE PROPOSED TANK. 4. CONTRACTOR SHALL PROVIDE TO THE DESIGN ENGINEER SHOP CONTRACTOR SHALL PROVIDE TO THE DESIGN ENGINEER SHOP DRAWINGS FOR THE PROPOSED SANITARY SEWER TANK FOR REVIEW AND APPROVAL BEFORE INSTILLATION.

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PROPOSED FIRE HYDRANT

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PROPOSED WATER TEE AND VAVLE

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PROPOSED SANITARY SEWER MANHOLE

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PROP S.S

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PROPOSED SANITARY SEWER LINE

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FINISH GRADE

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SINGLE WALL NON-POTABLE FIBERGLASS BELOW GRADE CISTERN / STORAGE TANK

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VENT PIPE AS REQUIRED (TYPICAL)

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24" BOLT DOWN MANHOLE WITH COVER

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10'-0" MIN.

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FRP HOLD DPWN STRAP & TURNBUCKLE ASSEMBLY (TYPICAL)

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PRECAST DEADMAN ANCHOR WITH EYEBOLTS

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8" SANITARY SEWER INFLOW

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BACKFILL PER TANK MANUFACTURER'S RECOMMENDATIONS

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GRAVEL BACKFILL PER MANUFACTURER'S RECOMMENDATIONS

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NOT TO SCALE

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VA FORM 08-6231

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PK FILE: 1352-09.237

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TX REG. ENGINEERING FIRM F-469

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TX REG. SURVEYING FIRM LS-100080-00

AutoCAD SHX Text 7557 RAMBLER ROAD SUITE 1400 557 RAMBLER ROAD SUITE 1400 57 RAMBLER ROAD SUITE 1400 7 RAMBLER ROAD SUITE 1400 RAMBLER ROAD SUITE 1400 RAMBLER ROAD SUITE 1400 AMBLER ROAD SUITE 1400 MBLER ROAD SUITE 1400 BLER ROAD SUITE 1400 LER ROAD SUITE 1400 ER ROAD SUITE 1400 R ROAD SUITE 1400 ROAD SUITE 1400 ROAD SUITE 1400 OAD SUITE 1400 AD SUITE 1400 D SUITE 1400 SUITE 1400 SUITE 1400 UITE 1400 ITE 1400 TE 1400 E 1400 1400 1400 400 00 0 DALLAS, TX 75231 972.235.3031ALLAS, TX 75231 972.235.3031LLAS, TX 75231 972.235.3031LAS, TX 75231 972.235.3031AS, TX 75231 972.235.3031S, TX 75231 972.235.3031, TX 75231 972.235.3031 TX 75231 972.235.3031TX 75231 972.235.3031X 75231 972.235.3031 75231 972.235.303175231 972.235.30315231 972.235.3031231 972.235.303131 972.235.30311 972.235.3031 972.235.3031 972.235.3031 972.235.3031 972.235.3031972.235.303172.235.30312.235.3031.235.3031235.303135.30315.3031.30313031031311

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ENGINEER IS AN OFFENSE UNDER THE TEXAS

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WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE

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THE SEAL APPEARING ON THIS DOCUMENT WAS

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ENGINEERING PRACTICE ACT.

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. ALTERATION OF A SEALED DOCUMENT

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CLAYTON J. STROLLE

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AUTHORIZED BY CLAYTON J. STROLLE, P.E. 108906 ON

VAN

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ELEV P4

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S-01

STAIR 01

BB105

ELECTRICAL

SITE UTILITY PLAN

83-C-605

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P:

Drawing Title

Approved Project Director:

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Date

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Checked

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Drawn

PSP 309070Revisions Date

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

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97 8654321

Project Abbreviation

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Page Southerland Page, LLP.

1800 Main Street Suite 123 Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC / International Affiliate Offices

214 522 3900 214 522 4380

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CONSTRUCTION FULLY SPRINKLERED

VA-LTSCIF-D

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549-820B

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LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

CONSULTANTS:

Pacheco Koch DALLAS n FORT WORTH n HOUSTON

DWG OF 3733

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EXISTING CONCRETE PAVEMENT

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F.F. 1=535.25 F.F. B1=519.25 F.F. SB=VARIES (SEE SUBBASEMENT GRADING)

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6' CHAIN LINK FENCE W/BARB WIRE

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6' CHAIN LINK FENCE W/BARB WIRE

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3' PLASTIC FENCE

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CONCRETE WALL

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CONCRETE WALL

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3' PLASTIC FENCE

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3' PLASTIC FENCE

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BM#

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SHUTTLE KIOSK (GLASS)

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RIM=535.1 FL8"(NW)=530.0±(OTHER LINES PER PLAN)

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RIM=521.7 FL12"=519.5±

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RIM=521.7 FL12"=519.4±

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RIM=524.0 FL12"(S)=519.0±FL24"(E)=519.0±FL24"(NW)=518.9±

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RIM=523.2 FL6"(N)=518.1±FL6"(S)=517.9±

AutoCAD SHX Text RIM=531.6 FL24"(NW1)=521.8±FL6"(NW2)=525.8±FL24"(E)=521.8±FL6"(W)=528.6±(LID READS SS WITH B36 TAG)

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RIM=534.2 FL6"(NW)=530.0±FL24"(SW)=522.5±FL24"(E)=522.6±

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RIM=535.4 FL12"(S)=523.0±FL12"(W)=523.0±(LID READS SS)

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RIM=534.6 FL12"(E)=523.1±FL12"(S)=523.0±

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RIM=533.9 FL6"(E)=533.3±10" VERTICAL PIPE IN CENTER (BOTTOM)=530.9±

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RIM=536.1 (FULL OF WATER) (PIPES NOT VISIBLE)

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RIM=536.7 6" VERTICAL PIPE (BOTTOM)=533.0±

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RIM=534.7 FL24"(E)=525.7±FL6"(E)=529.5±FL24"(W)=525.9±(LID READS SS)

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RIM=533.4 FL12"(S)=529.5±

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RIM=533.5 (BOTTOM)=533.3±

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RIM=519.8 FL8"(NE)=517.4±FL8"(SW)=514.2±FL24"(E)=509.3±FL24"(W)=509.3±

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RIM=518.6 TD=518.3±(FULL OF DIRT)

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RIM=523.8 FL12"(N)=520.4±FL8"(S)=520.3±

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ELEC

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ELEC

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UNKNOWN PLASTIC PLATES (BOLTED)

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ONE-ST0RY BRICK BUILDING

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BUILDING NO. 74

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FH (PER PLAN)

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COM

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RIM=524.2

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EDGE OF OVERHANG

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10" SANI SEWER

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E. ANN ARBOR AVE.

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PROP IRR SLEEVES 4" SLEEVES

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PROP IRR SLEEVES 4" SLEEVES

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PROP IRR SLEEVES 4" SLEEVE 2" SLEEVE

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VA FORM 08-6231

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PK FILE: 1352-09.237

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TX REG. ENGINEERING FIRM F-469

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TX REG. SURVEYING FIRM LS-100080-00

AutoCAD SHX Text 7557 RAMBLER ROAD SUITE 1400 557 RAMBLER ROAD SUITE 1400 57 RAMBLER ROAD SUITE 1400 7 RAMBLER ROAD SUITE 1400 RAMBLER ROAD SUITE 1400 RAMBLER ROAD SUITE 1400 AMBLER ROAD SUITE 1400 MBLER ROAD SUITE 1400 BLER ROAD SUITE 1400 LER ROAD SUITE 1400 ER ROAD SUITE 1400 R ROAD SUITE 1400 ROAD SUITE 1400 ROAD SUITE 1400 OAD SUITE 1400 AD SUITE 1400 D SUITE 1400 SUITE 1400 SUITE 1400 UITE 1400 ITE 1400 TE 1400 E 1400 1400 1400 400 00 0 DALLAS, TX 75231 972.235.3031ALLAS, TX 75231 972.235.3031LLAS, TX 75231 972.235.3031LAS, TX 75231 972.235.3031AS, TX 75231 972.235.3031S, TX 75231 972.235.3031, TX 75231 972.235.3031 TX 75231 972.235.3031TX 75231 972.235.3031X 75231 972.235.3031 75231 972.235.303175231 972.235.30315231 972.235.3031231 972.235.303131 972.235.30311 972.235.3031 972.235.3031 972.235.3031 972.235.3031 972.235.3031972.235.303172.235.30312.235.3031.235.3031235.303135.30315.3031.30313031031311

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ENGINEER IS AN OFFENSE UNDER THE TEXAS

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WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE

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THE SEAL APPEARING ON THIS DOCUMENT WAS

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ENGINEERING PRACTICE ACT.

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. ALTERATION OF A SEALED DOCUMENT

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CLAYTON J. STROLLE

AutoCAD SHX Text 108906

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AUTHORIZED BY CLAYTON J. STROLLE, P.E. 108906 ON

SANITARY SEWER PROFILE "SS-2"

SANITARY SEWER PROFILE "SS-1"

SITE UTILITY PROF

83-C-606

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Approved Project Director:

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PSP 309070Revisions Date

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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97 8654321

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Page Southerland Page, LLP.

1800 Main Street Suite 123 Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC / International Affiliate Offices

214 522 3900 214 522 4380

C:

\U se rs

\t ra vi sb

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CONSTRUCTION FULLY SPRINKLERED

VA-LTSCIF-D

JJS

549-820B

CJS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

CONSULTANTS:

Pacheco Koch DALLAS n FORT WORTH n HOUSTON

DWG OF 3734

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FL 10"=512.06 (N)

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FL 10"=511.95 (SE)

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FL EX. 10"=509.8±(W)

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STA 2+15.03 LINE "SS-1" INSTALL: 1-STD. 4' DIA. SSMH RIM=518.34

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PROPOSED EXTERNAL DROP CONNECTION

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PROP. 30" STORM CROSSING FL=508.58

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PROP. 12" STORM CROSSING FL=513.50

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PROP. 8" WATER CROSSING FL=513.40

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PROP. 36" STORM CROSSING FL=508.50

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PROP. 12" STORM CROSSING FL=508.58

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FL 10"=511.67 (N)

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FL 10"=511.67 (SE)

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STA 1+16.45 LINE "SS-1" INSTALL: 1-STD. 4' DIA. SSMH RIM=519.23

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FOUNDATIONS SHOWN ARE APPROX. CONTRACTOR TO COORDINATE WITH STRUCTURAL PLANS.

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PROPOSED 20" CARRIER PIPE

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PROP. 8" WATER CROSSING FL=513.69

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PROP. 3-18" STORM CROSSING FL=508.71

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EDGE OF OVERHANG

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%%ULOCATOR MAP

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NOT TO SCALE

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E. ANN ARBOR AVE.

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S. LANCASTER RD.

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VETERANS DR.

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WORK AREA

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VA FORM 08-6231

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PK FILE: 1352-09.237

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TX REG. ENGINEERING FIRM F-469

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TX REG. SURVEYING FIRM LS-100080-00

AutoCAD SHX Text 7557 RAMBLER ROAD SUITE 1400 557 RAMBLER ROAD SUITE 1400 57 RAMBLER ROAD SUITE 1400 7 RAMBLER ROAD SUITE 1400 RAMBLER ROAD SUITE 1400 RAMBLER ROAD SUITE 1400 AMBLER ROAD SUITE 1400 MBLER ROAD SUITE 1400 BLER ROAD SUITE 1400 LER ROAD SUITE 1400 ER ROAD SUITE 1400 R ROAD SUITE 1400 ROAD SUITE 1400 ROAD SUITE 1400 OAD SUITE 1400 AD SUITE 1400 D SUITE 1400 SUITE 1400 SUITE 1400 UITE 1400 ITE 1400 TE 1400 E 1400 1400 1400 400 00 0 DALLAS, TX 75231 972.235.3031ALLAS, TX 75231 972.235.3031LLAS, TX 75231 972.235.3031LAS, TX 75231 972.235.3031AS, TX 75231 972.235.3031S, TX 75231 972.235.3031, TX 75231 972.235.3031 TX 75231 972.235.3031TX 75231 972.235.3031X 75231 972.235.3031 75231 972.235.303175231 972.235.30315231 972.235.3031231 972.235.303131 972.235.30311 972.235.3031 972.235.3031 972.235.3031 972.235.3031 972.235.3031972.235.303172.235.30312.235.3031.235.3031235.303135.30315.3031.30313031031311

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ENGINEER IS AN OFFENSE UNDER THE TEXAS

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WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE

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THE SEAL APPEARING ON THIS DOCUMENT WAS

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ENGINEERING PRACTICE ACT.

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. ALTERATION OF A SEALED DOCUMENT

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CLAYTON J. STROLLE

AutoCAD SHX Text 108906

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AUTHORIZED BY CLAYTON J. STROLLE, P.E. 108906 ON

AutoCAD SHX Text 05/15/2019

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SCALE: H;1"=20' V;1"=5'

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SCALE: H;1"=20' V;1"=5'

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P:

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Approved Project Director:

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Date

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Drawing Number

Drawn

PSP 309070Revisions Date

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Project Abbreviation

F

E

D

C

B

A

FI

LE

N

AM

E:

Page Southerland Page, LLP.

1800 Main Street Suite 123 Dallas, TX 75201 pagethink.com

TEL

FAX

ARCHITECTURE / ENGINEERING / INTERIORS / CONSULTING

Austin / Dallas / Denver / Houston / Washington DC / International Affiliate Offices

214 522 3900 214 522 4380

C:

\U se rs

\t ra vi sb

\D oc um en ts \3

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1/

2:

:1

PM

CONSTRUCTION FULLY SPRINKLERED

VA-LTSCIF-D

JJS

549-820B

CJS

LONG TERM SPINAL CORD INJURY

VA NORTH TEXAS HEALTH CARE SYSTEM

4500 S. LANCASTER RD. DALLAS, TX 75216OFFICE OF CONSTRUCTION AND FACILITIES

MANAGEMENT DIRECTOR, CENTRAL REGION

06 MAY 2021

BID PACKAGE B

CONSULTANTS:

Pacheco Koch DALLAS n FORT WORTH n HOUSTON

DWG OF 3735

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EXISTING CONCRETE PAVEMENT

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F.F. 1=535.25 F.F. B1=519.25 F.F. SB=VARIES (SEE SUBBASEMENT GRADING)

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EX. SAN. SEWER LINE

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AutoCAD SHX Text S 54°03'43" W 1284.60'

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EXISTING CONCRETE PAVEMENT

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AutoCAD SHX Text

LS

AutoCAD SHX Text

FL

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

FDC

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

FL

AutoCAD SHX Text

FL

AutoCAD SHX Text

FL

AutoCAD SHX Text

FL

AutoCAD SHX Text

FL

AutoCAD SHX Text

FL

AutoCAD SHX Text

FL

AutoCAD SHX Text

FL

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CO

AutoCAD SHX Text

FL

AutoCAD SHX Text

FL

AutoCAD SHX Text

4-SPACES

AutoCAD SHX Text

5-SPACES

AutoCAD SHX Text

12-SPACES

AutoCAD SHX Text A/C

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GAS

AutoCAD SHX Text A/C

AutoCAD SHX Text A/C

AutoCAD SHX Text

RD

AutoCAD SHX Text

ES

AutoCAD SHX Text E

AutoCAD SHX Text

ES

AutoCAD SHX Text E

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

ES

AutoCAD SHX Text E

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

RD

AutoCAD SHX Text

ES

AutoCAD SHX Text E

AutoCAD SHX Text

ICV

AutoCAD SHX Text

RD

AutoCAD SHX Text

DR

AutoCAD SHX Text

DR

AutoCAD SHX Text

DR

AutoCAD SHX Text

DR

AutoCAD SHX Text

CROSSING ARMS

AutoCAD SHX Text

CARD ENTRY

AutoCAD SHX Text

DR

AutoCAD SHX Text

RD

AutoCAD SHX Text

DR

AutoCAD SHX Text

ARM BOX

AutoCAD SHX Text

RIM=525.1 TN=520.4

AutoCAD SHX Text

RIM=521.9 TN=519.8

AutoCAD SHX Text 23' B-B

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

LS

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

PP(6)

AutoCAD SHX Text

PP(6)

AutoCAD SHX Text

GM

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

SWITCHGEAR

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

RIM=525.5

AutoCAD SHX Text

EXISTING CONCRETE…

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