610-24-508 - Drawings.pdf

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Approved: Interim Medical Center Director

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date on e ei gh th in ch o ne fo ot

B

A

C

D

E re es

6" an d ha lf qu ar te rs s r i nc h

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

97 8654321

U N

I T E D S TAT ES OF A M ERIC

SR

IA

FF

SNARETEVFOTNEMTRAPE

Approved: Interim Medical Center Assoc. Director

Approved: Engineering Department Zachary I. McDaniel

Drawing Title

610-24-508

Various

22-102M 1 708/16/2023

Marion, IN

Cover Sheet Stephen Sheets

NORTHERN INDIANA HEALTH CARE SYSTEMS,

VETERANS ADMINISTRATION

1700 E. 38TH. STREET MARION, INDIANA 46953

PROJECT # 610-24-508

PROVIDE ASPHALT SEAL COATING AND LINE STRIPING

PROVIDE ASPHALT SEAL

COATING AND LINE STRIPING

Anthony Colon

M

IS

SI

SS

IN

EW

RI

VE

R

NATIO

NAL CEM

ETARY

NATIONAL CEMETARY

N

ATIO

AL C

EM

ETAR

Y

65 114

COMPOUND

MATERIAL

51 52

(2) 30,000

GAL. U.S.T.

T516

9 8

1301 / 733002 / 72

3001 / 69

ES / 3004

MB / 3

G01

3003 / 83

T504

E 38TH ST.

E 38TH ST. E 38TH ST. E 38TH ST.

S LIN

O

LN

BLVD

41 97

177 49

HA7

HA8

R.T.

HA9

HA1

DIESEL

HA6

HA3

HA4

WATER ST.

CM

AH

AV

E.

CO

TT

AG

RD

BLACK RD.

RAILROAD AVE.

BL

AC

K

EA

RTH

FI

LL

HA2 HA5

HA10

HA11

GRAY

D.

G

AY

. STEELE CIRCLE

MCMAHON AVE.

MAIN ENTRANCE

DIA

NA

INDIANA AVE.

STEELE CIRCLE

BLACK RD. BLACK RD.

ORCHARD AVE.

RIVER RD.

RCHARD AVE.

NELSON ST.

CHAPMAN AVE.

ISSISSIN

A R

KUDER PL. KUDER PL.

NATIONAL CEMETERY

HYDE RD.

H

YD

E R

AR

IO

HYD

RD.

IR

W

CHAPM

AN AVE.

STEELE C

LE

SHORT ST.

EC

AN

IC

S AVE.

SH

RT

S

T.

FLO

ER ST.

ER

ST.

VINE RD.

DOCTOR'S RD.

TO

'S R

IX R

Z. MCDANIEL B.COLEMAN

AutoCAD SHX Text

Sheets and Views

Model

Dwg. ofRevisions: Date

I T E D S TAT ES OF A M ERIC

3 708/16/2023

Marion, IN

Project Location Site Map

IS

SI

SS

VE

NATIO

NAL CEM

ETARY

NATIONAL CEMETARY

65 114

MATERIAL

51 52

(2) 30,000

GAL. U.S.T.

9 8

1301 / 733002 / 72

3001 / 69

ES / 3004

MB / 3

G01

3003 / 83

E 38TH ST.

E 38TH ST. E 38TH ST. E 38TH ST.

41 97

177 49

HA7

HA8

R.T.

HA9

HA1

DIESEL

HA6

HA3

HA4

CM

AH

EA

RTH

FI

LL

HA2 HA5

HA10

HA11

GRAY

D.

. STEELE CIRCLE

DIA

NA

STEELE CIRCLE

BLACK RD. BLACK RD.

RCHARD AVE.

ISSISSIN

A R

KUDER PL. KUDER PL.

NATIONAL CEMETERY

HYDE RD.

HYD

RD.

CHAPM

AN AVE.

STEELE C

LE

SHORT ST.

SH

RT

T.

ER ST.

ER

ST.

DOCTOR'S RD.

TO

'S R

4A

Sheets and Views

Model

D S

Dwg. of

1 62 3 84 5 7 9

U

I T E

TAT E

ACIREMAFOS

AF

FA

BUILDING 6, 47, AND 138

PARKING LOT DETAIL

MARION, IN

1.

2.

3.

4.

5.

7.

8.

9.

10.

11.

13.

14.

15.

16.

12.

18.

19.

20.

21.

22.

23.

24.

26.

27.

28.

29.

30.

31.

32.

33.

35.

40.

41.

42.

43.

44.

45.

46.

47.

48.

49.

50.

51.

52.

53.

54.

62.

63.

64.

65.

66.

6.

17.

25.

34.

36.

37.

38.

39.

41.

42.

38.

39. 55.

56.

57.

58.

59.

60.

61.

WATER

VAN

19. 20. 21. 22. 23.

9. 8. 7. 6. 5. 4. 3. 2. 1.

GOVERNM

ENT

VEHICLE

SHUTTLE

P O

FF 15

DROP

OFF

MIN

DAV

6, 47, & 138

408/16/2023

67.

Sheets and Views

Model

UN

I T E D S TAT ES OF A MERIC

BUILDING 172 & 172A

PARKING LOT DETAIL

Z. MCDANIEL

70.

73.

74.

86.

134.

137.

66.

68.

69.

71.

72.

75.

76. 77. 78.

81. 82. 83. 84. 85. 87. 88. 89. 90.

93. 94. 95. 96. 97. 98. 99.

100.

101.

102.

103.

104.

105.

106.

107.

108.

109.

110.

111.

114.

115.

116.

117.

118.

119.

121.

122.

123.124.125.126.127.128.129.130. 131. 132. 133. 135.

136.

138.

146.

172 & 172A

M1.

M2.

M3.

M4.

13. 14.

15. 16.

18. 19. 20. 21. 22.

38. 39.

41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63.

64.

65.

79. 80.

91. 92.

67.

120.

112.

113.

139. 140. 141.142.143.

144. 145.

147.148.149.150. 151.152.

153.154.155.156.157.158.159.160.161.162.

163. 164. 165. 166.167. 168. 169.170. 171.172.

173.

174.

175.

176.

177.

178.

179.

180.

181.

182.

183.

184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198.

200.199.

MOTORCYCLE

PARKING

B.COLEMAN08/16/2023

1. 2. 3. 4. 5. 6. 7.

15. 14. 13. 12. 11. 10. 9. 8.

16. 17. 18. 19. 20. 21. 22. 23.

28. 27. 26. 25. 24.29.30.

4A

25.24.

Sheets and Views

Model

WATER STREET, MCMAHONE AVE., B-124 AND

B-170 PARKING DETAIL

6. 7. 8. 9.

MOTORCYCLE

PARKING

2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.

11.10.9.8.6.5.4.3.2.1.

cM ah ve n u

Water Street

Li co ln le va rd ra y a

GAS VALVE

ADPCS

608/16/2023

Sheets and Views

Model

ENGINEERING COMPLEX

PARKING DETAIL

51 5258

145 165

Black Road a ic v

WATER WATER

3.

4.

5.

6.

27. 28. 29. 30. 31. 32. 33. 34. 35.

10. 11.12. 13. 14. 15. 16. 17.

18. 19. 20. 21. 22. 23. 25. 26.24.

1. 2. 3. 4.

1. 2. 3. 4.

15.16.17.18.14.13.12.11.10.

9.5. 6. 7. 8.4.3.2.1.

1. 2.

1.2.3.4.

156S rt t.

Orchard Ave.

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11.

12. 13. 14. 15. 16. 17. 18. 19. 20. 21.22. 23. 24. 25. 26.

5. 6. 7.4.3.2.1.

27. 28. 29. 30.

2. 3.

5. 6. 7.

8. 9.

10. 11. 12. 13. 14. 15.GSA

GSA

11.12.13.10.9.8.

3. 4. 5. 6. 7. 8.

4.

3.

708/16/2023

Sheets and Views

Model

GENERAL NOTES &

PARKING STALL DETAIL

PARKING STALL DETAIL (1):

06/10/2022 7

GENERAL NOTES:

PARKING STALL DETAIL(2):

10 100 1

1. CONTRACTOR WILL PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND SUPERVISION NECESSARY TO PREP BUILDING 6, BUILDING 47, BUILDING 138 CIRCLE, BUILDING 172 & BUILDING 172A, BUILDINGS 124 & 170, BUILDINGS 52 & 153, BUILDINGS 54, T516 & T504, BUILDING 51, BUILDING 58, BUILDINGS 76, 53 & 165, PARKING LOTS FOR INSTALLATION OF ASPHALT SEAL COATING. THIS WORK WILL ALSO INCLUDE LINE STRIPING (2 COATS WITH

REFLECTIVE GLASS BEADS). LINE STRIPING DETAIL PROVIDED BY VA.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND PERFORMING ANY AND ALL REQUIRED MEASUREMENTS USED IN PREPARATION OF BIDDING DOCUMENTS. ALL DIMENSIONS ARE APPROXIMATE.

3. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL SITE UTILITIES. IF DAMAGE OCCURS TO ANY

UTILITIES, IT MUST BE REPAIRED AT CONTRACTORS OWN EXPENSE.

4. WORK AREAS SHALL BE ROPED OFF AROUND WORK SITES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF AREAS AS REQUIRED, FURNISHING THE NECESSARY BARRICADES, SIGNS, ETC... ALL ENTRANCES SHALL REMAIN OPERATIONAL AT ALL TIMES UNLESS PRIOR PERMISSION HAS BEEN OBTAINED FROM THE PROJECT ENGINEER TO RESTRICT OTHER THAN EMERGENCY ACCESS. HIGH TRAFFIC AREAS OR ENTRANCE INTO THE HOSPITAL WILL REQUIRE AFTER HOURS OR WEEKEND WORK, INCLUDING AREAS BUT NOT LIMITED TO: 4, 4A & 3.

5. TOOLS AND EQUIPMENT SHALL BE SECURED ANY TIME WORKERS ARE NOT IN THE IMMEDIATE AREA. THE WORK

SITE SHALL BE CLEANED UP AT THE CONCLUSION OF EACH DAYS WORK.

6. UPON FINAL CLEAN-UP, THE CONTRACTOR SHALL REMOVE ANY DEBRIS, RUBBISH, AND EXCESS MATERIAL FROM

THE STATION.

7. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE VAMC REGULATIONS, OSHA STANDARDS AND INTERIM LIFE

SAFETY MEASURES.

8. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGING ADJACENT PAVING, SIDEWALKS, SHRUBBERY, ETC... IF DAMAGE OCCURS IT MUST BE REPAIRED AT CONTRACTORS OWN EXPENSE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED REPAIRS TO DAMAGED SOD. COMPLETED REPAIRS

MADE BY EXPERIENCED PERSONNEL SHALL MATCH THE EXISTING.

10. THE WORK PREFORMED IN THIS CONTRACT SHALL BE CAREFULLY COORDINATED WITH THE PROJECT MANAGER/ COR AND A WORK SCHEDULE SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL, PRIOR TO THE START OF ANY WORK. EACH PARKING LOT CLOSURE WILL REQUIRE A MINIMUM OF 4 WORKING DAYS NOTIFICATION PRIOR TO WORK STARTING. IF MORE THAN ONE PARKING LOT CLOSURE IS REQUESTED, SUCH PLANNING MUST BE

SUBMITTED FOR REVIEW/CONSIDERATION AND APPROVED BY THE PROJECT MANAGER/COR.

11. THE CONTRACTOR SHALL HAVE ON THE JOB AT ALL TIMES DURING THE PROGRESS A FORMAN, SUPERINTENDENT OR OTHER COMPETENT REPRESENTATIVE TO WHOM ORDERS AND INSTRUCTIONS MAY BE GIVEN. HIS NAME IS TO BE CERTIFIED TO THE VA AND ANY ORDERS GIVEN TO SUCH REPRESENTATIVE SHALL HAVE THE SAME FORCE AND EFFECT AS IF GIVEN DIRECTLY TO THE CONTRACTOR. A PHONE NUMBER WHERE A RESPONSIBLE PERSON CAN BE

REACHED AFTER HOURS IN CASE OF PROBLEMS ETC... SHALL BE PROVIDED ALSO.

12. THE CONTRACTOR MUST HAVE A PRE-INSTALLATION MEETING WITH THE COR WITHIN 48-HOURS PRIOR TO

STARTING.

13. LINE STRIPING/AISLES ON BOTH SIDES OF HANDICAP STALL(S)ALONG WITH NUMBERING FOR HANDICAP SPACES SHOULD ALL BE BLUE, THE HANDICAP SYMBOL(S) SHOULD BE WHITE WITH A BLUE BACKGROUND. ALL OTHER LINE

STRIPING IS TO BE WHITE UNLESS NOTED OTHERWISE IF ANY QUESTIONS CONSULT COR.

14. ALL STALL NUMBERING TO BE LOCATED AT THE AT THE OPEN END OF THE STALL AND CENTERED, IF IT IS A HANDICAP STALL THE SYMBOL SHOULD BE LOCATED ABOVE NUMBERING AND ALSO CENTERED. PARKING STALL

DETAIL (2) FOR REFERENCE.

15. CONCRETE SHOULD RECEIVE NO SEAL COATING, ONLY LINE STRIPING WHERE IT IS CALLED FOR.

16. STALLS TO BE 10' WIDE, HANDICAP STALLS SHOULD INCLUDE 5' WIDE AISLES ON BOTH SIDES UNLESS STALL IS VAN

ACCESSIBLE WHICH REQUIRES 11' WIDE STALLS AND 8' WIDE AISLES, ANY DEVIATION MUST BE APPROVED BY COR

BEFORE INSTALLATION.

17. MOTORCYCLE PARKING SPOTS TO BE 5' WIDE AND THE LENGTH OF THE CONCRETE PAD.

18. FIRE HYDRANT ACCESS LINE STRIPING TO BE RED.

ONE DIGIT

TWO DIGITS THREE DIGITS

30"

30" 20'

60"8' MIN.

2'

11' MIN. VAN

Sheets and Views

Model