DRAWINGS-1.pdf

LOCATION PLAN

PROJECT LOCATION

U.S. HIGHWAY 190

MONARCH HIGHWAY

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TEAGUE PL

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PROJECT LOCATION

N 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 o n e e ig h th in c h o n e fo o t

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Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

U.S. DEPARTMENT OF VETERANS AFFAIRS

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

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STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

/2

/2

:5

:0

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COVER SHEET

CAB 01 OF 178BKM

BID DOCUMENTS

IMPROVE ROADS AND ENTRANCES

CTVAHCS

VA PROJECT NUMBER: 674-20-109

IMPROVE ROADS AND

ENTRANCES CTVAHCS

07/02/2024

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

OLIN E. TEAGUE VETERANS' CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

BID DOCUMENTS

GI000

N/A

SPUR #: 2090.06

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

01 GI000 COVER SHEET

02 GI001 GENERAL INFORMATION

[02] CIVIL

03 CS000 LEGENDS AND ABBREVIATIONS

04 CS100 OVERALL LAYOUT

05 CS101 OVERALL PARKING LAYOUT

06 CS102 OVERALL ROADS LAYOUT

07 CS103 ALIGNMENT DATA SHEET (SHEET 1 OF 3)

08 CS104 ALIGNMENT DATA SHEET (SHEET 2 OF 3)

09 CS105 ALIGNMENT DATA SHEET (SHEET 3 OF 3)

10 CS200 TYPICAL SECTIONS - PARKING LOTS

11 CS201 LOT A - DEMOLITION & SITE PLAN (SHEET 1 OF 2)

12 CS202 LOT A - DEMOLITION AND SITE PLAN (SHEET 2 OF 2)

13 CS203 LOT H - DEMOLITION AND SITE PLAN

14 CS204 LOT B - DEMOLITION AND SITE PLAN

15 CS205 LOT C - DEMOLITION AND SITE PLAN

16 CS206 LOT I - DEMOLITION AND SITE PLAN

17 CS207 LOT I - GRADING PLAN

18 CS208 LOT J&K - DEMOLITION AND SITE PLAN

19 CS209 LOT J - GRADING PLAN

20 CS210 LOT L - DEMOLITION AND SITE PLAN

21 CS211 LOT L - GRADING PLAN & DRAINAGE AREA MAP

22 CS212 LOT M - DEMOLITION AND SITE PLAN (SHEET 1 OF 4)

23 CS213 LOT M - GRADING PLAN & DRAINAGE AREA MAP (SHEET 1 OF 4)

24 CS214 LOT M - DEMOLITION AND SITE PLAN (SHEET 2 OF 4)

25 CS215 LOT M - GRADING PLAN & DRAINAGE AREA MAP (SHEET 2 OF 4)

26 CS216 LOT M - DEMOLITION AND SITE PLAN (SHEET 3 OF 4)

27 CS217 LOT M - GRADING PLAN & DRAINAGE AREA MAP (SHEET 3 OF 4)

28 CS218 LOT M - DEMOLITION AND SITE PLAN (SHEET 4 OF 4)

29 CS219 LOT M - GRADING PLAN & DRAINAGE AREA MAP (SHEET 4 OF 4)

30 CS220 LOT N - DEMOLITION & SITE PLAN

31 CS221 LOT O - DEMOLITION & SITE PLAN

32 CS222 LOT O - GRADING PLAN

33 CS300 TYPICAL SECTIONS - ROAD 8B

34 CS301 TYPICAL SECTIONS - TEAGUE PLACE SOUTH & SOUTHWEST

35 CS302 TYPICAL SECTIONS - TEAGUE PLACE SOUTHEAST

36 CS303 TYPICAL SECTIONS - ROAD 2A & TEAGUE PLACE (NORTH & NORTHWEST)

37 CS304 TYPICAL SECTIONS - ROAD 3A

38 CS305 TYPICAL SECTIONS - ROAD 10

39 CS306 TYPICAL SECTIONS - ROAD 4

40 CS307 TYPICAL SECTIONS - ROAD 11 (SHEET 1 OF 2)

41 CS308 TYPICAL SECTIONS - ROAD 11 (SHEET 2 OF 2)

42 CS309 TYPICAL SECTIONS - ROAD 7 (SHEET 1 OF 2)

43 CS310 TYPICAL SECTIONS - ROAD 7 (SHEET 2 OF 2)

44 CS311 TYPICAL SECTIONS - ROAD 8

45 CS400 DEMOLITION PLAN - ROAD 8B - BEGINNING TO END

46 CS401 DEMOLITION PLAN - TEAGUE PLACE (SOUTHWEST) - BEGINNING TO END

47 CS402 DEMOLITION PLAN - TEAGUE PLACE (SOUTH) - BEGINNING TO STA 20+00

48 CS403 DEMOLITION PLAN - TEAGUE PLACE (SOUTH) - STA 20+00 TO END

49 CS404 DEMOLITION PLAN - TEAGUE PLACE (SOUTHEAST) - BEGINNING TO END

50 CS405 DEMOLITION PLAN - TEAGUE PLACE (NORTHWEST) - BEGINNING TO END

51 CS406 DEMOLITION PLAN - TEAGUE PLACE (NORTH) - BEGINNING TO STA 19+00

52 CS407 DEMOLITION PLAN - TEAGUE PLACE (NORTH) - STA 19+00 TO END

53 CS408 DEMOLITION PLAN - ROAD 2A - BEGINNING TO END

54 CS409 DEMOLITION PLAN - ROAD 3A - BEGINNING TO STA 18+00

55 CS410 DEMOLITION PLAN - ROAD 3A - STA 18+00 TO STA 26+00

56 CS411 DEMOLITION PLAN - ROAD 3A - STA 26+00 TO END

57 CS412 DEMOLITION PLAN - ROAD 10 - BEGINNING TO END

58 CS413 DEMOLITION PLAN - ROAD 4 - BEGINNING TO END

59 CS414 DEMOLITION PLAN - ROAD 11 - BEGINNING TO END

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

60 CS415 DEMOLITION PLAN - ROAD 7 - BEGINNING TO END

61 CS416 DEMOLITION PLAN - ROAD 8 - BEGINNING TO END

62 CS500 PLAN & PROFILE - ROAD 8B - BEGINNING TO END

63 CS501 PLAN & PROFILE - TEAGUE PLACE (SOUTHWEST) - BEGINNING TO END

64 CS502 PLAN & PROFILE - TEAGUE PLACE (SOUTH) - BEGINNING TO STA 15+00

65 CS503 PLAN & PROFILE - TEAGUE PLACE (SOUTH) - STA 15+00 TO STA 20+00

66 CS504 PLAN & PROFILE - TEAGUE PLACE (SOUTH) - STA 20+00 TO STA 25+00

67 CS505 PLAN & PROFILE - TEAGUE PLACE (SOUTH) - STA 25+00 TO END

68 CS506 PLAN & PROFILE - TEAGUE PLACE (SOUTHEAST) - BEGINNING TO STA 15+00

69 CS507 PLAN & PROFILE - TEAGUE PLACE (SOUTHEAST) - STA 15+00 TO END

70 CS508 PLAN & PROFILE - TEAGUE PLACE (NORTHWEST) - BEGINNING TO STA 15+00

71 CS509 PLAN & PROFILE - TEAGUE PLACE (NORTHWEST) - STA 15+00 TO END

72 CS510 PLAN & PROFILE - TEAGUE PLACE (NORTH) - BEGINNING TO STA 14+00

73 CS511 PLAN & PROFILE - TEAGUE PLACE (NORTH) - STA 14+00 TO STA 19+00

74 CS512 PLAN & PROFILE - TEAGUE PLACE (NORTH) - STA 19+00 TO END

75 CS513 PLAN & PROFILE - ROAD 2A - BEGINNING TO STA 14+00

76 CS514 PLAN & PROFILE - ROAD 2A - STA 14+00 TO END

77 CS515 PLAN & PROFILE - ROAD 3A - BEGINNING TO STA 14+00

78 CS516 PLAN & PROFILE - ROAD 3A - STA 14+00 TO STA 18+00

79 CS517 PLAN & PROFILE - ROAD 3A - STA 18+00 TO STA 22+00

80 CS518 PLAN & PROFILE - ROAD 3A - STA 22+00 TO STA 26+00

81 CS519 PLAN & PROFILE - ROAD 3A - STA 26+00 TO STA 30+00

82 CS520 PLAN & PROFILE - ROAD 3A - STA 30+00 TO END

83 CS521 PLAN & PROFILE - ROAD 10 - BEGINNING TO STA 14+00

84 CS522 PLAN & PROFILE - ROAD 10 - STA 14+00 TO END

85 CS523 PLAN & PROFILE - ROAD 4 - BEGINNING TO END

86 CS524 PLAN & PROFILE - ROAD 11 - BEGINNING TO END

87 CS525 PLAN & PROFILE - ROAD 7 - BEGINNING TO STA 13+00

88 CS526 PLAN & PROFILE - ROAD 7 - STA 13+00 TO END

89 CS527 PLAN & PROFILE - ROAD 8 - BEGINNING TO END

90 CS600 OVERALL PHASING LAYOUT

91 CS601 PHASE 1

92 CS602 PHASE 2

93 CS603 PHASE 3

94 CS604 PHASE 4

95 CS605 PHASE 5

96 CS606 TRAFFIC CONTROL PLAN - PHASE 1 STEP 1 DETOUR ROUTES

97 CS607 TRAFFIC CONTROL PLAN - PHASE 1 STEP 1

98 CS608 TRAFFIC CONTROL PLAN - PHASE 1 STEP 1

99 CS609 TRAFFIC CONTROL PLAN - PHASE 1 STEP 1

100 CS610 TRAFFIC CONTROL PLAN - PHASE 1 STEP 2 DETOUR ROUTES

101 CS611 TRAFFIC CONTROL PLAN - PHASE 1 STEP 2

102 CS612 TRAFFIC CONTROL PLAN - PHASE 1 STEP 2

103 CS613 TRAFFIC CONTROL PLAN - PHASE 1 STEP 3 DETOUR ROUTES

104 CS614 TRAFFIC CONTROL PLAN - PHASE 1 STEP 3

105 CS615 TRAFFIC CONTROL PLAN - PHASE 2 STEP 1

106 CS616 TRAFFIC CONTROL PLAN - PHASE 2 STEP 1

107 CS617 TRAFFIC CONTROL PLAN - PHASE 2 STEP 1

108 CS618 TRAFFIC CONTROL PLAN - PHASE 2

109 CS619 TRAFFIC CONTROL PLAN - PHASE 2 STEP 1

110 CS620 TRAFFIC CONTROL PLAN - PHASE 2 STEP 2

111 CS621 TRAFFIC CONTROL PLAN - PHASE 2 STEP 2

112 CS622 TRAFFIC CONTROL PLAN - PHASE 2 STEP 2

113 CS623 TRAFFIC CONTROL PLAN - PHASE 2 STEP 2

114 CS624 TRAFFIC CONTROL PLAN - PHASE 3 STEP 1 DETOUR ROUTES

115 CS625 TRAFFIC CONTROL PLAN - PHASE 3 STEP 1

116 CS626 TRAFFIC CONTROL PLAN - PHASE 3 STEP 1

117 CS627 TRAFFIC CONTROL PLAN - PHASE 3 STEP 1

118 CS628 TRAFFIC CONTROL PLAN - PHASE 3 STEP 1

119 CS629 TRAFFIC CONTROL PLAN - PHASE 3 STEP 2 DETOUR ROUTES

120 CS630 TRAFFIC CONTROL PLAN - PHASE 3 STEP 2

121 CS631 TRAFFIC CONTROL PLAN - PHASE 3 STEP 2

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

122 CS632 TRAFFIC CONTROL PLAN - PHASE 3 STEP 2

123 CS633 TRAFFIC CONTROL PLAN - PHASE 3 STEP 2

124 CS634 TRAFFIC CONTROL PLAN - PHASE 3 STEP 3 DETOUR ROUTES

125 CS635 TRAFFIC CONTROL PLAN - PHASE 3 STEP 3

126 CS636 TRAFFIC CONTROL PLAN - PHASE 3 STEP 3

127 CS637 TRAFFIC CONTROL PLAN - PHASE 3 STEP 3

128 CS638 TRAFFIC CONTROL PLAN - PHASE 4 STEP 1 DETOUR ROUTES

129 CS639 TRAFFIC CONTROL PLAN - PHASE 4 STEP 1

130 CS640 TRAFFIC CONTROL PLAN - PHASE 4 STEP 1

131 CS641 TRAFFIC CONTROL PLAN - PHASE 4 STEP 2 DETOUR ROUTES

132 CS642 TRAFFIC CONTROL PLAN - PHASE 4 STEP 2

133 CS643 TRAFFIC CONTROL PLAN - PHASE 4 STEP 2

134 CS644 TRAFFIC CONTROL PLAN - PHASE 4 STEP 3 DETOUR ROUTES

135 CS645 TRAFFIC CONTROL PLAN - PHASE 4 STEP 3

136 CS646 TRAFFIC CONTROL PLAN - PHASE 5 STEP 1 DETOUR ROUTES

137 CS647 TRAFFIC CONTROL PLAN - PHASE 5 STEP 1

138 CS648 TRAFFIC CONTROL PLAN - PHASE 5 STEP 1

139 CS700 SIGNAGE & STRIPING PLAN - ROAD 8B - BEGINNING TO END

140 CS701 SIGNAGE & STRIPING PLAN - TEAGUE PLACE (SOUTHWEST) - BEGINNING TO END

141 CS702 SIGNAGE & STRIPING PLAN - TEAGUE PLACE (SOUTH) - BEGINNING TO STA 20+00

142 CS703 SIGNAGE & STRIPING PLAN - TEAGUE PLACE (SOUTH) - STA 25+00 TO END

143 CS704 SIGNAGE & STRIPING PLAN - TEAGUE PLACE (SOUTHEAST) - BEGINNING TO END

144 CS705 SIGNAGE & STRIPING PLAN - TEAGUE PLACE (WEST) - BEGINNING TO END

145 CS706 SIGNAGE & STRIPING PLAN - TEAGUE PLACE (NORTH) - BEGINNING TO STA 19+00

146 CS707 SIGNAGE & STRIPING PLAN - TEAGUE PLACE (NORTH) - STA 19+00 TO END

147 CS708 SIGNAGE & STRIPING PLAN - ROAD 2A - BEGINNING TO END

148 CS709 SIGNAGE & STRIPING PLAN - ROAD 3A - BEGINNING TO STA 18+00

149 CS710 SIGNAGE & STRIPING PLAN - ROAD 3A - STA 18+00 TO STA 26+00

150 CS711 SIGNAGE & STRIPING PLAN - ROAD 3A - STA 26+00 TO END

151 CS712 SIGNAGE & STRIPING PLAN - ROAD 10 - BEGINNING TO END

152 CS713 SIGNAGE & STRIPING PLAN - ROAD 4 - BEGINNING TO END

153 CS714 SIGNAGE & STRIPING PLAN - ROAD 11 - BEGINNING TO END

154 CS715 SIGNAGE & STRIPING PLAN - ROAD 7 - BEGINNING TO END

155 CS716 SIGNAGE & STRIPING PLAN - ROAD 8 - BEGINNING TO END

156 CS800 DETAILS - PAVING - SHEET 1 OF 6

157 CS801 DETAILS - PAVING - SHEET 2 OF 6

158 CS802 DETAILS - PAVING - SHEET 3 OF 6

159 CS803 DETAILS - PAVING - SHEET 4 OF 6

160 CS804 DETAILS - PAVING - SHEET 5 OF 6

161 CS805 DETAILS - PAVING - SHEET 6 OF 6

162 CS806 DETAILS - STORM SEWER - SHEET 1 OF 4

163 CS807 DETAILS - STORM SEWER - SHEET 2 OF 4

164 CS808 DETAILS - STORM SEWER - SHEET 3 OF 4

165 CS809 DETAILS - STORM SEWER - SHEET 4 OF 4

166 CS810 DETAILS - FENCE, GATE, & BARRIER

167 CS811 DETAILS - SIGNAGE & STRIPING

168 CS812 DETAILS - GUARDRAIL

[03] ENVIRONMENTAL

169 HA100 TEMPLE VA HOSPITAL CAMPUS - HAZARDOUS MATERIALS ABATEMENT

[04] ELECTRICAL

170 ES001 ELECTRICAL LEGEND AND ABBREVIATIONS

171 ES210 ELECTRICAL KEY PLAN

172 ES211 LOT L ELECTRICAL PLAN

173 ES212 LOT M ELECTRICAL PLAN

[05] TELECOM

174 T-001 TELECOMMMUNICATIONS COVER SHEET

175 TS101 ELECTRONIC SECURITY SYSTEM OVERALL REFERENCE PLAN

176 TY201 ELECTRONIC SECURITY SYSTEM ENLARGED PLANS

177 TY202 ELECTRONIC SECURITY SYSTEM ENLARGED PLANS

178 TY501 ELECTRONIC SECURITY SYSTEM DETAILS

TOTAL SHEETS: 178

No. REVISION DESCRIPTION DATE

CODES STANDARDS AND EXECUTIVE ORDERS

PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN

VOLUNTARY STANDARD BODIES.

GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS

SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:

• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

• 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2023 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2020 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2021 INTERNATIONAL MECHANICAL CODE

• 2023 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2021 INTERNATIONAL PLUMBING CODE (IPC)

• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES

• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS

• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• 2022 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2022 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.

NOTES:

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT

NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.

DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES

EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).

2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

ASHRAE 90.1 - 2019 EDITION

BUILDING LOCATION: TEMPLE, TX

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 2A

INTERIOR DESIGN CONDITIONS:

THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM

AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.

BUILDING ENVELOPE REQUIREMENTS (5.5 )

BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 2 (A,B,C)

ROOFS REQUIRED DESIGNED

INSULATION: R-25 c.i. EXISTING

METAL BUILDINGS: R-10 + R-19 FC EXISTING

ATTIC AND OTHER: R-38 EXISTING

WALLS, ABOVE GRADE

MASS: R-5.7 c.i. EXISTING METAL BUILDING: R-0 + R-9.8 c.i. EXISTING STEEL-FRAMED: R-13 + R-3.8 c.i. EXISTING

WOOD-FRAMED AND OTHER: R-13 EXISTING

WALL, BELOW GRADE

BELOW-GRADE WALL: NR EXISTING

FLOORS

MASS: R-6.3 c.i. EXISTING

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 EXISTING

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: NR EXISTING

HEATED SLABS: R-10 for 24 in. EXISTING

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 EXISTING

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.45 EXISTING

OPERABLE: U-0.60 EXISTING

ENTRANCE DOOR: U-0.77 EXISTING

DEFINITIONS

c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM

NR = NO (INSULATION) REQUIREMENT

ENERGY REQUIREMENTS

1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL

CONFIRM ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE

ENTIRE DOCUMENT SET.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY

WORK, TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY

DISCREPANCIES TO THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY

ALL DIMENSIONS.

3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT

CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.

4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE

CONSTRUCTION WORK. REFER TO CIVIL DOCUMENTS.

5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.

6. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER

DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A

WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE

AND OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND

ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS,

BUT DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL

DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE

OTHER SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION

DOCUMENTS THAT REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND

OPERATIONAL GOAL. LACK OF COORDINATION AND REVIEW OF DRAWINGS AND

SPECIFICATIONS AS AN ENTIRE DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL

SYSTEMS, BEING OBVIOUS AND TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE

DRAWINGS AND SPECIFICATIONS, SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO

THE GOVERNMENT.

7. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH

SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 10 DAYS IN ADVANCE

OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME

OF, AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS

OF ANY SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS

PRIOR TO THE DESIRED TIME AND SHALL BE PERFORMED AS DIRECTED BY THE COR.

MAJOR INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS

AND MAY NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT

THE OVERALL CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND

APPROVED BY THE COR. CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL

OF REQUEST, OR OF WHICH OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL

CAUSE THE LEAST INCONVENIENCE TO OPERATIONS OF THE MEDICAL CENTER.

INTERRUPTION TIME APPROVED BY THE MEDICAL CENTER MAY OCCUR AT TIMES

OTHER THAN CONTRACTOR'S NORMAL WORKING HOURS. SCHEDULE INTERRUPTION

MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT BE AN ADDITIONAL COST TO

THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT MAY AFFECT THE NORMAL

OPERATION OF THE FACILITY WITH THE COR WHEN SUBMITTING THE CONSTRUCTION

SCHEDULE OR UPDATES TO THE CONSTRUCTION SCHEDULE.

8. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR

DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING

BUILDING MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE

DESIGNED/SPECIFIED AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION

DOCUMENTS.

GENERAL NOTES

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 o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

/2

/2

:5

:0

A

M

GENERAL INFORMATION

CAB 02 OF 178BKM

BID DOCUMENTS

IMPROVE ROADS AND

ENTRANCES CTVAHCS

07/02/2024

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

GI001

N/A

SPUR #: 2090.06No. REVISION DESCRIPTION DATE

BSSJSS07/02/2024

BID DOCUMENTS

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 o n e e ig h th in c h o n e fo o t

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

4/

/2

9:

:1

AM

IMPROVE ROADS AND

ENTRANCES CTVAHCS

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

N/A

No. REVISION DESCRIPTION DATE SPUR #: 2090.06

JESSICA S. SOTO

144808

7/2/24

LEGENDS & ABBREVIATIONS SHEET

CS000

F/F FACE TO FACE

LEGEND

LINETYPES - PLAN

NEW PROFILE GRADE LINE (LT)

NEW PROFILE GRADE LINE (RT)

PROFILE VIEW:

NEW STORM SEWER & MANHOLE

MATCH EXISTING(M.E.)

EXISTING GUTTER LINE (LT)

EXISTING GUTTER LINE (RT)

NEW STORM SEWER & TYPE "A" GRATE INLET

NEW STORM SEWER & TYPE "C" CURB INLET

PROFILE GRADE LINEPGL

TOP OF CURBTC

FLOWLINEFL

VERTICAL POINT OF INTERSECTIONVPI

END RADIUSE/R

ELEVATIONEL

POINT OF COMPOUND CURVEPCC

POINT OF REVERSE CURVEPRC

POINT OF TANGENCYPT

LEFTLT

PLAN VIEW:

RIGHTRT

BACK OF CURBBC

TOP OF PAVEMENTTP

K

T117

T163

T-164

T-164AT162

T161

202E

146E

146W

147 44E

44W

45E

45W

46E

46W

47E

47W

221D

221B

221C

221A

SS1

SS2

PG

BP

202B

202A

202C

202D

ROAD 5B

TEAGUE PLACE

TEAGUE PLACE TEAGUE PLACE TEAGUE PLACE

TE

AG

U E

PL

AC

E

TE

AG

U

E

PL

AC

E

TE

AG

U E

PL

AC

E

ROAD 5A

R O

AD

B

R O

AD

R O

AD

ROAD 4A

ROAD 3AROAD 3A

ROAD 3A

R O

AD

A

R O

AD

B

ROAD 4ROAD 4

ROAD 9

R O

AD

1R O

AD

R

O

AD

ROAD 10

ROAD 14

ROAD 13

R O

AD

ROAD 10

ROAD 10A

ROAD 2A

ROAD 2

R O

AD

B

ROAD 1C

R O

AD

B

R O

AD

A

R O

AD

B

W . A

VE

U

W . A

VE

R

R O

AD

C

TE

AG

U E

PL

AC

E

VETERANS MEMORIAL DRIVE

TEAGUE PLACE

STATE

VETERANS

HOME

S 8TH ST

R O

AD

A

R O

AD

ROAD 9A

LOT A

LOT B

LOT C

LOT M

LOT I

LOT L

LOT K

LOT J

LOT H

LOT O

LOT N

BSSJSS07/02/2024

BID DOCUMENTS

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 o n e e ig h th in c h o n e fo o t

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

4/

/2

9:

:1

AM

IMPROVE ROADS AND

ENTRANCES CTVAHCS

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

N/A

No. REVISION DESCRIPTION DATE SPUR #: 2090.06

JESSICA S. SOTO

144808

7/2/24

PG

SS1

SS2

T117

T161

T162

T163

T-164

T-164A

KEYED NOTES: SCOPE ITEMS .

FULL DEPTH PVMT REMOVAL & REPLACE W/ CONC

FULL DEPTH PVMT REMOVAL & REPLACE W/ ASPHALT

REPLACE CURB4

EXISTING BUILDING OUTLINE

ROADWAY IMPROVEMENT

PARKING LOT IMPROVEMENT

PROPERTY LINE

KEYED NOTES: BUILDINGS .

PARKING GARAGE

(UNDER CONSTRUCTION)

44E

44W

45E

45W

46E

46W

47E

47W

BLDG SS1

BLDG SS2

BLDG T117

BLDG T161

BLDG T162

IRRIGATION WELL

HOUSE

BLDG T-164

BLDG T-164A

LOG.

PAS

EMS/LAUNDRY

FINANCE

ENG.

EDUCATION

POLICE

NF&S, HBPC, ICM

BLDG 52

BLDG 55

BLDG 56

BLDG 57

BOILER PLANT

CT

BLDG 60

BLDG 61

BLDG 62

BLDG 63

MOTOR POOL

CAR WASH

BLDG 66

BLDG 67

CHAPEL

ENG. SHOPS

MENTAL HEALTH

CLINIC

202A

202B

202C

202D

202E

221A

VRT

BLDG 160

TEAGUE TOWER

BLDG

BLDG 165

BLDG 166

BLDG 167

BLDG 168

CTVHS BUSINESS

OFFICE BLDG

FISHER HOUSE

PET/CT

MRI

INPATIENT WING

INPATIENT WING

OUTPATIENT WING

OUTPATIENT WING

DOMICILIARY BLDG

CUP

CVI/RESEARCH

WAREHOUSE BLDG

BLDG 207

BLDG 209

SAMS

NURSING

EDUCATION

MEDICAL

TECHNOLOGY

BLDG 214

BLDG 215

BLDG 216

SAFETY BLDG

CLC BUILDING

CLC BUILDING

TEAGUE HOSPITAL

BLDG

221B

221C

221D CLC BUILDING

BLDG 222222

CLC BUILDING

OVERALL LAYOUT

CS100

100' 200'

SCALE: 1" = 100'

LEGEND: .

MILL, OVERLAY, & RE-STRIPE EXIST ASPHALT PVMT

146W OCC HEALTHK

BP

BLDG K

BOILER PLANT

(UNDER CONSTRUCTION)

146E REC THERAPY

RE-STRIPE EXISTING ROAD5

NEW CONC PVMT6

STAGING AREA7

STAGING AREA

K

T117

T163

T-164

T-164AT162

T161

202E

146E

146W

147 44E

44W

45E

45W

46E

46W

47E

47W

221D

221B

221C

221A

SS1

SS2

PG

BP

202B

202A

202C

202D

ROAD 5B

TEAGUE PLACE

TEAGUE PLACE TEAGUE PLACE TEAGUE PLACE

TE

AG

U E

PL

AC

E

TE

AG

U

E

PL

AC

E

TE

AG

U E

PL

AC

E

ROAD 5A

R O

AD

B

R O

AD

R O

AD

ROAD 4A

ROAD 3AROAD 3A

ROAD 3A

R O

AD

A

R O

AD

B

ROAD 4ROAD 4

ROAD 9

R O

AD

1R O

AD

R

O

AD

ROAD 10

ROAD 14

ROAD 13

R O

AD

ROAD 10

ROAD 10A

ROAD 2A

ROAD 2

R O

AD

B

ROAD 1C

R O

AD

B

R O

AD

A

R O

AD

B

W . A

VE

U

W . A

VE

R

R O

AD

C

TE

AG

U E

PL

AC

E

VETERANS MEMORIAL DRIVE

TEAGUE PLACE

STATE

VETERANS

HOME

S 8TH ST

R O

AD

A

R O

AD

ROAD 9A

LOT A

MILL, OVERLAY, &

RE-STRIPE EXIST

ASPH PVMT

(RE: CS201-CS202)

LOT B

MILL, OVERLAY, &

RE-STRIPE EXIST

ASPH PVMT

(RE: CS204)

LOT C

MILL, OVERLAY, &

RE-STRIPE EXIST

ASPH PVMT

(RE: CS205)

LOT M

NEW CONC PVMT

(RE: CS212-CS219)

LOT I

MILL, OVERLAY, & RE-STRIPE EXIST

ASPH PVMT

(RE: CS206-CS207)

LOT L

FULL DEPTH CONC

PVMT REMOVAL &

REPLACEMENT

(RE: CS210-CS211)

LOT K

MILL, OVERLAY, &

RE-STRIPE EXIST ASPH

PVMT

(RE: CS208)

LOT J

FULL DEPTH ASPH PVMT

REMOVAL &

REPLACEMENT

(RE: CS208-CS209)

LOT H

MILL, OVERLAY, & RE-STRIPE EXIST ASPH PVMT

(RE: CS203)

LOT O

FULL DEPTH ASPH PVMT REMOVAL &

REPLACEMENT

(RE: CS221-CS222)

LOT N

FULL DEPTH ASPH PVMT

REMOVAL &

REPLACEMENT

(RE: CS220)

LOT L

NEW CONC PVMT

(RE: CS210-CS211)

LOT I

FULL DEPTH CONC PVMT REMOVAL &

REPLACEMENT

(RE: CS206-CS207)

BSSJSS07/02/2024

BID DOCUMENTS

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 o n e e ig h th in c h o n e fo o t

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

4/

/2

9:

:1

AM

IMPROVE ROADS AND

ENTRANCES CTVAHCS

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

N/A

No. REVISION DESCRIPTION DATE SPUR #: 2090.06

JESSICA S. SOTO

144808

7/2/24

PARKING LOT IMPROVEMENT

PROPERTY LINE

OVERALL PARKING LAYOUT

CS101

100' 200'

SCALE: 1" = 100'

LEGEND: .

K

T117

T163

T-164

T-164AT162

T161

202E

146E

146W

147 44E

44W

45E

45W

46E

46W

47E

47W

221D

221B

221C

221A

SS1

SS2

PG

BP

202B

202A

202C

202D

ROAD 5B

TEAGUE PLACE

TEAGUE PLACE TEAGUE PLACE TEAGUE PLACE

TE

AG

U E

PL

AC

E

TE

AG

U

E

PL

AC

E

TE

AG

U E

PL

AC

E

ROAD 5A

R O

AD

B

R O

AD

R O

AD

ROAD 4A

ROAD 3AROAD 3A

ROAD 3A

R O

AD

A

R O

AD

B

ROAD 4ROAD 4

ROAD 9

R O

AD

1R O

AD

R

O

AD

ROAD 10

ROAD 14

ROAD 13

R O

AD

ROAD 10

ROAD 10A

ROAD 2A

ROAD 2

R O

AD

B

ROAD 1C

R O

AD

B

R O

AD

A

R O

AD

B

W . A

VE

U

W . A

VE

R

R O

AD

C

TE

AG

U E

PL

AC

E

VETERANS MEMORIAL DRIVE

TEAGUE PLACE

STATE

VETERANS

HOME

S 8TH ST

R O

AD

A

R O

AD

ROAD 9A

ROAD 7

FULL DEPTH PVMT

REMOVAL & REPLACE W/ ASPHALT

CS525-CS526)

ROAD 8B

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS500)

ROAD 2A

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS513-CS514)

TEAGUE PLACE (SOUTHWEST)

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS501)

TEAGUE PLACE (NORTHWEST)

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS508-CS509)

ROAD 3A

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS515-C520)

TEAGUE PLACE (NORTH)

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS510-CS512)

ROAD 10

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS521-CS522)

TEAGUE PLACE (SOUTHEAST)

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS506-CS507)

ROAD 8

FULL DEPTH PVMT

REMOVAL & REPLACE W/ ASPHALT

(RE: CS527)

TEAGUE PLACE (SOUTH)

FULL DEPTH PVMT

REMOVAL & REPLACE W/ CONC

(RE: CS502-CS505)

ROAD 11

FULL DEPTH PVMT

REMOVAL & REPLACE W/ ASPH

(RE: CS524)

ROAD 4

FULL DEPTH PVMT

REMOVAL & REPLACE W/ ASPH

(RE: CS523)

BSSJSS07/02/2024

BID DOCUMENTS

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 o n e e ig h th in c h o n e fo o t

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

4/

/2

9:

:1

AM

IMPROVE ROADS AND

ENTRANCES CTVAHCS

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

N/A

No. REVISION DESCRIPTION DATE SPUR #: 2090.06

JESSICA S. SOTO

144808

7/2/24

ROADWAY IMPROVEMENT

PROPERTY LINE

OVERALL ROADS LAYOUT

CS102

100' 200'

SCALE: 1" = 100'

LEGEND: .

K

T117

T163

T-164

T-164AT162

T161

202E

146E

146W

147 44E

44W

45E

45W

46E

46W

47E

47W

221D

221B

221C

221A

SS1

SS2

PG

BP

65ROAD 5B

TEAGUE PLACE

TE

AG

U E

PL

AC

E

TE

AG

U

E

PL

AC

E

TE

AG

U E

PL

AC

E

ROAD 5A

R O

AD

B

R O

AD

R O

AD

ROAD 4A

ROAD 3A

R O

AD

B

ROAD 4

ROAD 4

ROAD 9

R O

AD

R O

AD

ROAD 10

ROAD 14

ROAD 13

R O

AD

ROAD 10

ROAD 10A

ROAD 2A

ROAD 2

R O

AD

B

ROAD 1C

R O

AD

B

R O

AD

A

R O

AD

B

W . A

VE

U

W . A

VE

R

R O

AD

C

VETERANS MEMORIAL DRIVE

TEAGUE PLACE

STATE

VETERANS

HOME

S 8TH ST

R O

AD

A

ROAD 9A

202A

202B 202C

202D

211 212

209 216

ALIGN: TEAGUE (SW) STA 10+25.00 =

ALIGN: TEAGUE (SOUTH) STA 10+45.12 ALIGN: TEAGUE (SW) STA 12+33.61 =

ALIGN: ROAD-8B STA 10+30.00

ALIGN: TEAGUE (SOUTH) STA 28+46.50 =

ALIGN: TEAGUE (SE) STA 10+30.00

ALIGN: ROAD-4 STA 13+07.87 =

ALIGN: ROAD-11 STA 10+65.04

ALIGN: ROAD-3A STA 18+81.06 =

ALIGN: ROAD-10 STA 17+00.00

ALIGN: ROAD-3A STA 33+50.55 =

ALIGN: TEAGUE (NORTH) STA 19+58.65

ALIGN: TEAGUE (NW) STA 19+39.99 =

ALIGN: TEAGUE (NORTH) STA 10+40.00

ALIGN: TEAGUE (NORTH) STA 14+87.50 =

ALIGN: ROAD-2A STA 18+40.00

ALIGNMENT:

TEAGUE (SOUTH)

BEGIN STA 10+00.00

END STA 28+70.00

LENGTH = 1870.00

ALIGNMENT:

TEAGUE (SW)

BEGIN STA 10+00.00

END STA 14+20.00

LENGTH = 420.00

ALIGNMENT:

ROAD-8B

BEGIN STA 10+00.00

END STA 13+20.00

LENGTH = 320.00

ALIGNMENT:

ROAD-10

BEGIN STA 10+00.00

END STA 18+00.00

LENGTH = 800.00

ALIGNMENT:

TEAGUE (SE)

BEGIN STA 10+00.00

END STA 18+00.00

LENGTH = 800.00

ALIGNMENT:

ROAD-8A

BEGIN STA 10+00.00

END STA 15+00.00

LENGTH = 500.00

ALIGNMENT:

ROAD-7

BEGIN STA 10+00.00

END STA 16+00.00

LENGTH = 600.00

ALIGNMENT:

ROAD-11

BEGIN STA 10+00.00

END STA 14+00.00

LENGTH = 400.00

ALIGNMENT:

ROAD-4

BEGIN STA 10+00.00

END STA 13+80.00

LENGTH = 380.00

ALIGNMENT:

TEAGUE (NORTH)

BEGIN STA 10+00.00

END STA 24+00.00

LENGTH = 1400.00

ALIGNMENT:

ROAD-2A

BEGIN STA 10+00.00

END STA 19+00.00

LENGTH = 900.00

ALIGNMENT:

TEAGUE (NW)

BEGIN STA 10+00.00

END STA 20+00.00

LENGTH = 1000.00

ALIGNMENT:

ROAD-3A

BEGIN STA 10+00.00

END STA 34+00.00

LENGTH = 2410.00

BSSJSS07/02/2024

BID DOCUMENTS

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 o n e e ig h th in c h o n e fo o t

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

4/

/2

9:

:1

AM

IMPROVE ROADS AND

ENTRANCES CTVAHCS

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

N/A

No. REVISION DESCRIPTION DATE SPUR #: 2090.06

JESSICA S. SOTO

144808

7/2/24

ALIGNMENT DATA SHEET

(SHEET 1 OF 3)

CS103

100' 200'

SCALE: 1" = 100'

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 o n e e ig h th in c h o n e fo o t

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

4/

/2

9:

:1

AM

IMPROVE ROADS AND

ENTRANCES CTVAHCS

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

N/A

No. REVISION DESCRIPTION DATE SPUR #: 2090.06

JESSICA S. SOTO

144808

7/2/24

ALIGNMENT DATA SHEET

(SHEET 2 OF 3)

CS104

Horizontal Alignment Report

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: ROAD-10 Station Range: Start: 10+00.00, End: 18+00.00 Description:

Begin ROAD-10 N 10,368,943.2039 E 3,232,232.7354 10+00.00

Line (1) N17° 06' 25"E 85.32' N 10,369,024.7495 E 3,232,257.8328 10+85.32 Line (1)

Curve (2)

BC N 10,369,024.7495 E 3,232,257.8328 10+85.32

CTR N 10,369,142.4114 E 3,231,875.5297

PI N 10,369,091.3428 E 3,232,278.3284

Direction Back N17° 06' 25"E Radius 400.00' Delta 19°45'45"(LT) Length 137.97' Tangent 69.68' Chord Direction N7° 13' 32"E Distance 137.28' Direction Ahead N2° 39' 20"W

EC N 10,369,160.9440 E 3,232,275.1002 12+23.29

Curve (2)

Compound Curve

Curve (3)

BC N 10,369,160.9440 E 3,232,275.1002 12+23.29

CTR N 10,369,112.2960 E 3,231,226.2277

PI N 10,369,403.2200 E 3,232,263.8631

Direction Back N2° 39' 20"W Radius 1,050.00' Delta 26°00'47"(LT) Length 476.71' Tangent 242.54' Chord Direction N15° 39' 43"W Distance 472.63' Direction Ahead N28° 40' 07"W

EC N 10,369,616.0240 E 3,232,147.5084 17+00.00

Curve (3)

Line (4) N28° 40' 07"W 100.00' N 10,369,703.7650 E 3,232,099.5343 18+00.00 Line (4)

N 10,369,703.7650 E 3,232,099.5343 18+00.00 End ROAD-10

Alignment Length: 800.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: ROAD-11 Station Range: Start: 10+00.00, End: 14+00.00 Description:

Begin ROAD-11 N 10,369,321.2108 E 3,232,415.3876 10+00.00

Line (1) S72° 36' 33"E 400.00' N 10,369,201.6557 E 3,232,797.1029 14+00.00 Line (1)

N 10,369,201.6557 E 3,232,797.1029 14+00.00 End ROAD-11

Alignment Length: 400.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: ROAD-2A Station Range: Start: 10+00.00, End: 19+00.00 Description:

Begin ROAD-2A N 10,370,376.7685 E 3,231,901.6647 10+00.00

Line (1) S72° 57' 18"E 18.44' N 10,370,371.3641 E 3,231,919.2921 10+18.44 Line (1)

Curve (2)

BC N 10,370,371.3641 E 3,231,919.2921 10+18.44

CTR N 10,370,414.3875 E 3,231,932.4826

PI N 10,370,358.1736 E 3,231,962.3154

Direction Back S72° 57' 18"E Radius 45.00' Delta 90°00'00"(LT) Length 70.69' Tangent 45.00' Chord Direction N62° 02' 42"E Distance 63.64' Direction Ahead N17° 02' 42"E

EC N 10,370,401.1969 E 3,231,975.5060 10+89.12

Curve (2)

Line (3) N17° 02' 42"E 810.88' N 10,371,176.4556 E 3,232,213.1935 19+00.00 Line (3)

N 10,371,176.4556 E 3,232,213.1935 19+00.00 End ROAD-2A

Alignment Length: 900.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: ROAD-3A Station Range: Start: 10+00.00, End: 34+00.00 Description:

Begin ROAD-3A N 10,370,213.2036 E 3,231,917.9985 10+00.00

Line (1) S17° 06' 25"W 340.00' N 10,369,888.2460 E 3,231,817.9859 13+40.00 Line (1)

Line (2) S72° 53' 35"E 3.00' N 10,369,887.3635 E 3,231,820.8532 13+40.00 Line (2)

Curve (3)

BC N 10,369,887.3635 E 3,231,820.8532 13+40.00

**Station Equation** Station Back: 13+43.00 Station Ahead: 13+40.00

CTR N 10,369,819.7079 E 3,232,040.6774

PI N 8,844,711.3405 E 2,762,415.3665

Direction Back S17° 06' 25"W Radius 230.00' Delta 179°59'01"(LT) Length 722.50' Tangent 1,595,776.81' Chord Direction S72° 53' 06"E Distance 460.00' Direction Ahead N17° 07' 24"E

EC N 10,369,751.9889 E 3,232,260.4822 20+62.50

Curve (3)

Line (4) **Non-Tangent** Radial Bearing S72° 52' 36"E S72° 52' 36"E 7.00' N 10,369,749.9279 E 3,232,267.1719 20+62.50

**Station Equation** Station Back: 20+69.50 Station Ahead: 20+62.50

Line (4)

Line (5) **Non-Tangent** Radial Bearing S72° 52' 36"E N17° 06' 25"E 1,337.50' N 10,371,028.2539 E 3,232,660.6041 34+00.00 Line (5)

N 10,371,028.2539 E 3,232,660.6041 34+00.00 End ROAD-3A

Alignment Length: 2,410.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: ROAD-4 Station Range: Start: 10+00.00, End: 13+80.00 Description:

Begin ROAD-4 N 10,369,007.9719 E 3,232,385.4315 10+00.00

Line (1) N17° 23' 27"E 380.00' N 10,369,370.6015 E 3,232,499.0088 13+80.00 Line (1)

N 10,369,370.6015 E 3,232,499.0088 13+80.00 End ROAD-4

Alignment Length: 380.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: ROAD-7 Station Range: Start: 10+00.00, End: 16+00.00 Description:

Begin ROAD-7 N 10,369,825.6488 E 3,232,599.2749 10+00.00

Line (1) S72° 56' 26"E 600.00' N 10,369,649.6308 E 3,233,172.8755 16+00.00 Line (1)

N 10,369,649.6308 E 3,233,172.8755 16+00.00 End ROAD-7

Alignment Length: 600.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: ROAD-8A Station Range: Start: 10+00.00, End: 15+00.00 Description:

Begin ROAD-8A N 10,370,168.2426 E 3,232,797.9871 10+00.00

Line (1) S72° 56' 26"E 500.00' N 10,370,021.5609 E 3,233,275.9876 15+00.00 Line (1)

N 10,370,021.5609 E 3,233,275.9876 15+00.00 End ROAD-8A

Alignment Length: 500.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: ROAD-8B Station Range: Start: 10+00.00, End: 13+20.00 Description:

Begin ROAD-8B N 10,369,039.5040 E 3,231,058.7905 10+00.00

Line (1) S73° 02' 26"E 320.00' N 10,368,946.1617 E 3,231,364.8742 13+20.00 Line (1)

N 10,368,946.1617 E 3,231,364.8742 13+20.00 End ROAD-8B

Alignment Length: 320.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: TEAGUE (NW) Station Range: Start: 10+00.00, End: 20+00.00 Description:

Begin TEAGUE (NW) N 10,370,351.5573 E 3,231,492.2271 10+00.00

Line (1) N17° 02' 42"E 1,000.00' N 10,371,307.6317 E 3,231,785.3511 20+00.00 Line (1)

N 10,371,307.6317 E 3,231,785.3511 20+00.00 End TEAGUE (NW)

Alignment Length: 1,000.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: TEAGUE (SE) Station Range: Start: 10+00.00, End: 19+30.00 Description:

Begin TEAGUE (SE) N 10,368,272.4996 E 3,232,739.4424 10+00.00

Line (1) N17° 06' 44"E 930.00' N 10,369,161.3294 E 3,233,013.0873 19+30.00 Line (1)

N 10,369,161.3294 E 3,233,013.0873 19+30.00 End TEAGUE (SE)

Alignment Length: 930.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: TEAGUE (SOUTH) Station Range: Start: 10+00.00, End: 28+70.00 Description:

Begin TEAGUE (SOUTH) N 10,368,844.4892 E 3,230,983.5124 10+00.00

Line (1) S72° 53' 16"E 1,870.00' N 10,368,294.2568 E 3,232,770.7293 28+70.00 Line (1)

N 10,368,294.2568 E 3,232,770.7293 28+70.00 End TEAGUE (SOUTH)

Alignment Length: 1,870.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: TEAGUE (SW) Station Range: Start: 10+00.00, End: 14+20.00 Description:

Begin TEAGUE (SW) N 10,368,807.2989 E 3,231,019.3458 10+00.00

Line (1) N16° 57' 34"E 420.00' N 10,369,209.0338 E 3,231,141.8576 14+20.00 Line (1)

N 10,369,209.0338 E 3,231,141.8576 14+20.00 End TEAGUE (SW)

Alignment Length: 420.00'

File: C:\Users\DavidHartness\DC\ACCDocs\H2B, Inc-\CTXVAHCS - improve Roads & Entrances (674-20-109)\Project Files\H2B Production\Civil\CS104 - ALIGN DATA.dwg Report Date: 5/18/2023 4:34:36 PM Alignment Name: TEAGUE NORTH Station Range: Start: 10+00.00, End: 24+00.00 Description:

Begin TEAGUE NORTH N 10,371,261.9832 E 3,231,729.5180 10+00.00

Line (1) S72° 57' 20"E 1,400.00' N 10,370,851.6265 E 3,233,068.0274 24+00.00 Line (1)

N 10,370,851.6265 E 3,233,068.0274 24+00.00 End TEAGUE NORTH

Alignment Length: 1,400.00' 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 o n e e ig h th in c h o n e fo o t

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project NumberCONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. BR 2171 EXP. 09/30/2024

ENGR REG. NO. F-17591 EXP. 02/28/2025

CIVIL ENGINEER

H2B, INC.

1225 NORTH LOOP WEST, #800

HOUSTON, TEXAS 77008

(713) 864-2900

TBPE FIRM REG. NO. 8856

1 2 � 4 � 6 � 8 �

1 2 � 4 � 6 � 8 �

STAMP:

Drawing Number

Building Number

ELECTRICAL / TELECOM

SPUR DESIGN

312 SW 25TH STREET

OKLAHOMA CITY, OK 73109

(405) 842-6100

ENVIRONMENTAL ENGINEER

RIVERFRONT SAFETY & HEALTH, LC

11140 SOUTH TOWNE SQARE, STE 100

SAINT LOUIS, MO 63123

(314) 917-0148

4/

/2

9:

:1

AM

IMPROVE ROADS AND

ENTRANCES CTVAHCS

674-20-109

OLIN E. TEAGUE VETERANS CENTER

1901 VETERANS MEMORIAL DRIVE,

TEMPLE, TX 76504

N/A

No. REVISION DESCRIPTION DATE SPUR #: 2090.06

JESSICA S. SOTO

144808

7/2/24

ALIGNMENT DATA SHEET

(SHEET 3 OF 3)

CS105

Profile PVI Station & Curve Report

Vertical Alignment: PGL 3A Description:

"Station Range: Start: 10+72.00, End: 33+05.50"

PVI Station Grade Out (%) Curve Length 0 10+72.00 -2.62% 1 11+03.50 0.50% 2 11+50.00 -0.75% 3 13+40.00 0.00% 4 13+40.00 -0.75% 5 14+86.50 0.84% 90.000'

Vertical Curve Information:(sag curve) PVC Station:14+41.50 Elevation: 683.32' PVI Station: 14+86.50 Elevation: 682.98' PVT Station:15+31.50 Elevation: 683.36' Low Point: 14+84.06 Elevation: 683.16' Grade in(%):-0.75% Grade out(%):0.84% Change(%): 1.59% K:56.7500000000092 Curve Length: 90.000' Headlight Distance:

6 16+00.00 -1.00% 60.000' Vertical Curve Information:(crest curve) PVC Station:15+70.00 Elevation: 683.68' PVI Station: 16+00.00 Elevation: 683.93' PVT Station:16+30.00 Elevation: 683.63' High Point: 15+97.32 Elevation: 683.79' Grade in(%):0.84% Grade out(%):-1.00% Change(%): 1.84% K:32.6814637072537 Curve Length: 60.000' Passing Distance: 872.290' Stopping Distance: 391.988'

7 17+00.00 1.20% 90.000' Vertical Curve Information:(sag curve) PVC Station:16+55.00 Elevation: 683.38' PVI Station: 17+00.00 Elevation: 682.93' PVT Station:17+45.00 Elevation: 683.47' Low Point: 16+95.91 Elevation: 683.17' Grade in(%):-1.00% Grade out(%):1.20% Change(%): 2.20% K:40.90909091 Curve Length: 90.000' Headlight Distance: 657.875'

8 18+60.00 -0.75% 90.000' Vertical Curve Information:(crest curve) PVC Station:18+15.00 Elevation: 684.31' PVI Station: 18+60.00 Elevation: 684.85' PVT Station:19+05.00 Elevation: 684.51' High Point: 18+70.38 Elevation: 684.64' Grade in(%):1.20% Grade out(%):-0.75% Change(%): 1.95% K:46.15384615 Curve Length: 90.000' Passing Distance: 838.006' Stopping Distance: 385.808'

9 20+00.00 0.50% 90.000' Vertical Curve Information:(sag curve) PVC Station:19+55.00 Elevation: 684.14' PVI Station: 20+00.00 Elevation: 683.80' PVT Station: 20+45.00 Elevation: 684.02' Low Point: 20+09.00 Elevation: 683.93' Grade in(%):-0.75% Grade out(%):0.50% Change(%): 1.25% K:72 Curve Length: 90.000' Headlight Distance:

10 20+62.50 0.00% 11 20+62.50 0.50% 12 23+00.00 1.10% 13 24+20.00 -0.80% 90.000'

Vertical Curve Information:(crest curve) PVC Station:23+75.00 Elevation: 686.12' PVI Station: 24+20.00 Elevation: 686.62' PVT Station: 24+65.00 Elevation: 686.26' High Point: 24+27.11 Elevation: 686.41' Grade in(%):1.10% Grade out(%):-0.80% Change(%): 1.90% K:47.36842105 Curve Length: 90.000' Passing Distance: 858.875' Stopping Distance: 394.776'

14 25+40.00 -0.45%

Profile PVI Station & Curve Report

Vertical Alignment: PGL 10 Description:

"Station Range: Start: 11+35.00, End: 16+68.99"

PVI Station Grade Out (%) Curve Length 0 11+35.00 1.00% 1 12+00.00 -1.50% 80.000'

Vertical Curve Information:(crest curve) PVC Station:11+60.00 Elevation: 684.88' PVI Station: 12+00.00 Elevation: 685.28' PVT Station:12+40.00 Elevation: 684.68' High Point: 11+92.00 Elevation: 685.04' Grade in(%):1.00% Grade out(%):-1.50% Change(%): 2.50% K:32 Curve Length: 80.000' Passing Distance: 658.545' Stopping Distance: 305.830'

2 13+40.00 -0.40% 3 15+16.00 1.11% 90.000'

Vertical Curve Information:(sag curve) PVC Station:14+71.00 Elevation: 682.65' PVI Station: 15+16.00 Elevation: 682.47' PVT Station:15+61.00 Elevation: 682.97' Low Point: 14+94.77 Elevation: 682.60' Grade in(%):-0.40% Grade out(%):1.11% Change(%): 1.51% K: 59.42974789 Curve Length: 90.000' Headlight Distance:

4 16+68.99

Profile PVI Station & Curve Report

Vertical Alignment: PGL 2A Description:

"Station Range: Start: 10+28.66, End: 18+00.70"

PVI Station Grade Out (%) Curve Length 0 10+28.66 -0.35%

Profile PVI Station & Curve Report

Vertical Alignment: PGL TEAGUE (NORTH) Description:

"Station Range: Start: 10+84.50, End: 23+45.10"

PVI Station Grade Out (%) Curve Length 0 10+84.50 -2.62% 1 13+80.00 -3.30% 2 14+46.00 -0.40% 60.000'

Vertical Curve Information:(sag curve) PVC Station:14+16.00 Elevation: 684.57' PVI Station: 14+46.00 Elevation: 683.57' PVT Station:14+76.00 Elevation: 683.45' Low Point: 14+76.00 Elevation: 683.45' Grade in(%):-3.30% Grade out(%): -0.40% Change(%): 2.90% K: 20.6629770810067 Curve Length: 60.000' Headlight Distance: 247.887'

3 15+22.00 0.50% 4 15+80.00 -0.42%

Profile PVI Station & Curve Report

Vertical Alignment: PGL TEAGUE (NW) Description:

"Station Range: Start: 11+00.00, End: 18+94.99"

PVI Station Grade Out (%) Curve Length 0 11+25.00 0.30% 1 12+00.00 -0.50% 2 13+08.00 0.35% 3…