36C78619B0009-014.pdf

H O

N O

R

G U

A

D

I V

E

1191 1190

84 11

1178 1177

1186 1185

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

TEMPORARY CONSTRUCTION ACCESS PLAN

KEY PLAN

MA INT ENA NC E D R IV E

MAEIJW 11

EX. PRIVATE VAULT

BURIAL SECTION 6

EX. PPC

BURIAL SECTION 5

LEGEND

INSTALL SILT FENCE PER 1/CJ-503

1. INSTALL INLET PROTECTION ON ALL

ADJACENT CATCH BASINS PRIOR TO

TEMPORARY ACCESS GRADING.

2. COORDINATE DEMOLITION WITH CEMETERY

STAFF TO ENSURE MAINTENANCE ACCESS IS

MAINTAINED THROUGHOUT CONSTRUCTION.

3. A MAINTENANCE ROUTE, FOR USE BY

CEMETERY STAFF, FROM THE MAINTENANCE

YARD TO THE EXISTING CEMETERY IS TO BE

MAINTAINED THROUGHOUT CONSTRUCTION.

TEMPORARY MAINTENANCE ACCESS SHALL

BE CONSTRUCTED PRIOR TO DEMOLITION OF

MAINTENANCE DRIVE FOR CUL-DE-SAC

INSTALLATION.

TEMPORARY ACCESS NOTES:

INSTALL INLET PROTECTION ON ALL

CATCH BASINS IN THE PROJECT

VICINITY PRIOR TO ANY EARTHWORK

OPERATIONS (TYP)

TEMPORARILY GRADE

MAINTENANCE ACCESS ROUTE

PRIOR TO CONSTRUCTION.

RESTORE TO EXISTING /

FINISHED GRADE ONCE ACCESS

CAN BE MADE THROUGH THE

NEW CUL-DE-SAC

COORDINATE CONSTRUCTION OF TEMPORARY

MAINTENANCE ACCESS ROUTE WITH CEMETERY

STAFF TO MINIMIZE DISRUPTIONS TO CEMETERY

OPERATIONS. MAINTENANCE DRIVE DEMOLITION

NOT TO OCCUR PRIOR TO CEMETERY APPROVAL

OF THE TEMPORARY ACCESS ROUTE

8"

SUBGRADE: NDOR SECTION 302

GRAVEL SECTION: NDOR SECTION 1028

INSTALL TEMPORARY GRAVEL

MAINTENANCE ACCESS PER 2/CA-101

TEMPORARILY GRADE CONSTRUCTION

ACCESS ROUTE AND STAGING AREA.

RESTORE ACCESS ROUTE AND STAGING

AREA PER SHEETS CG-101 AND CG-102.

MATCHLINE CA-102

TEMPORARY CONSTRUCTION ACCESS /

STAGING AREA

CA-101

INSTALL INLET PROTECTION PER 3/CJ-505

INSTALL BIOROLLS AND

EROSION CONTROL BLANKET

PER SHEETS CE-101 & CE-102

INSTALL SILT FENCE ON

DOWNSTREAM SIDE OF

CULVERT

INSTALL TEMPORARY CHAIN

LINK FENCE AND PRIVACY

SCREENING PER SHEETS

CE-101 & CE-102.

TE

MP

OR

AR

Y

CO

NS

TR

UC

TIO

N

AC

CE

SS

RO

UT

E

TO

S

TA

GI

NG

A

RE

A

SE

E

SH

EE

T C

A-

TEMPORARY GRADING AT

CUL-DE-SAC AT COMPLETION OF

ETO. FINISH GRADE PER SHEET

CG-101 AT THE COMPLETION ONCE

CUL-DE-SAC HAS BEEN REMOVED.

1192 1191

11931192

1 2

3 4

5 6

20'

277'

109'

Construction Staging Reference Points

Point #

Northing

497307.64

497308.33

497329.28

497330.36

497311.36

497321.64

497212.00

497208.42

497187.46

497145.73

497126.73

497123.52

497144.47

497186.24

497205.23

497198.44

Easting

2705680.04

2705693.69

2705712.66

2705732.63

2705753.61

2705956.89

2705962.26

2705889.05

2705870.05

2705872.09

2705893.06

2705828.14

2705847.12

2705845.08

2705824.12

2705685.39

3.0

3.0

ME.12

00.

45±

1189 119

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

TEMPORARY CONSTRUCTIUON

ACCESS AND STAGING PLAN

KEY PLAN

MAEIJW 12

1209 1208 1207

1195 1196

12031205

1186 1184

12061206

12051204

1204 1204 1203 1202 1201 1200

1198 1197

1190 1191

1199 1198 1197 11961205

INSTALL SILT FENCE ALONG

CONSTRUCTION LIMITS FOR

TEMPORARY ACCESS GRADING

INSTALL SILT FENCE ALONG

CONSTRUCTION LIMITS FOR

TEMPORARY ACCESS GRADING

INSTALL SILT FENCE ALONG

CONSTRUCTION LIMITS FOR

CONSTRUCTION STAGING

AREA GRADING

LEGEND

INSTALL SILT FENCE PER 1/CJ-503

1. INSTALL INLET PROTECTION ON ALL

ADJACENT CATCH BASINS PRIOR TO

TEMPORARY ACCESS GRADING.

TEMPORARY ACCESS NOTES:

INSTALL ROCK CONSTRUCTION

ENTRANCE AT SCHRAM ROAD ACCESS

PER 2/CJ-503

TEMPORARILY GRADE CONSTRUCTION

ACCESS ROUTE AND STAGING AREA.

RESTORE ACCESS ROUTE AND STAGING

AREA PER SHEETS CG-101 AND CG-102.

M A

IN

TE

N A

N C

E B

U

ILD

IN

G

MATCHLINE CA-101

SCHRAM ROAD

TEMPORARY CONSTRUCTION ACCESS /

STAGING AREA

INSTALL TREE PROTECTION

FENCING PER 5/CJ-505

ALONG EXISTING TREELINE

TO REMAIN.

CA-102

INSTALL TEMPORARY CHAIN

LINK FENCE AND PRIVACY

SCREENING PER SHEETS

CE-101 & CE-102.

INSTALL 12" TEMPORARY

CULVERT. REMOVE CULVERT

WITH CONSTRUCTION ACCESS.

I.1198.23

I.1198.00

TEMPORARY CONSTRUCTION ACCESS

ROUTE TO CRYPT FIELDS SEE SHEET CA-101

TEMPORARY CONSTRUCTION

STAGING AREA

A

R57 .5'

R28'

R2 8'

R2 8'

R28'

B

Point #

Northing

497885.17

497906.72

497840.87

497862.42

497883.97

497789.18

497810.73

497832.28

497853.83

497737.49

497759.04

497780.59

497802.14

497678.42

497699.97

497721.52

497743.07

Easting

2705585.63

2705533.94

2705567.15

2705515.47

2705463.78

2705545.60

2705493.92

2705442.23

2705390.54

2705524.06

2705472.37

2705420.68

2705368.99

2705499.43

2705447.74

2705396.05

2705344.36

Point #

Northing

497907.78

497927.34

Easting

2705572.24

2705520.94

Point #

Northing

497855.41

497869.37

497883.33

497793.21

497808.92

497822.88

497836.84

497738.74

497754.69

497768.65

497782.61

497684.50

497700.46

497714.42

497728.38

497614.65

497630.73

497644.69

497658.65

Easting

2705699.35

2705645.12

2705590.89

2705749.43

2705687.39

2705633.15

2705578.92

2705735.41

2705673.43

2705619.19

2705564.96

2705721.45

2705659.47

2705605.23

2705551.00

2705703.98

2705641.52

2705587.29

2705533.05

Point #

Northing

497866.10

497892.63

Easting

2705720.66

2705616.10

Point #

A

B

Northing

497890.95

497886.90

Easting

2705609.11

2705607.83

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

KEY PLAN

LEGEND

EXISTING CURB AND GUTTER

HEADSTONE FACE DIRECTION

NEW ASPHALT PAVEMENT PER 1/CJ-501

56'

56'

64'

56'

' B

-B R9

' B

-B

25' B-B

RELOCATED DOUBLE

BARRIER BAR GATE PER

1/CJ-505. REPLACE WITH

NEW IF DAMAGED.

CRYPT - SPACE YEILD

SECTION 7 SECTION 8

URN VAULTS 1420 1844

GRAVESITE GRID MONUMENT

M A I N T E N A N C E D R I V E

H O

N

A

I V

E

ROAD

B

SITE PLAN URN VAULTS

MAEIJW 13

EX. PRIVATE VAULT

BURIAL SECTION 6

EX. PPC

BURIAL SECTION 5

NEW SIGN STATING AUTHORIZED

VEHICLES ONLY, PER 4/C-CJ-502

GRAVESITE SECTION MARKER

56'

56'

GRAVESITE GRID POINTS

SECTION 7

GRAVESITE GRID POINTS

SECTION 8

SECTION MARKER POINTS

SECTION 7

SECTION MARKER POINTS

SECTION 8

FLOWER WATER

STATION POINTS

NEW SINGLE BARRIER BAR GATE

PER 2/CJ-505

NEW SIGN READING

"AUTHORIZED VEHICLES ONLY"

PER 3/CJ-502

NEW SIGN READING "AUTHORIZED

VEHICLES ONLY" PER 3/CJ-502

NEW FLOWER

WATERING STATION

PER 1/CJ-502

SECTION MARKER W/

APPROPRIATE SECTION

NUMBERS PER 4/CJ-501

(TYP.)

GRAVESITE MONUMENT

MARKER SET IN CONCRETE

PER 7/CJ-501 (TYP.)

GENERAL GRAVESITE LAYOUT NOTES:

1. SITE LAYOUT DIMENSIONS SHOWN ARE COMPUTER

(AUTOCAD) GENERATED FROM ORIGINAL

ELECTRONIC SURVEY DRAWINGS. CONTRACTOR

SHALL FIELD VERIFY LAYOUT DIMENSIONS PRIOR TO

AND DURING CONSTRUCTION. NOTIFY SENIOR

RESIDENT ENGINEER IF FIELD LAYOUT DIMENSIONS

VARY FROM PLAN BY MORE THAN 0.5 FEET.

2. SECTIONS 7 & 8 ARE COMPRISED 4' x 4' URN VAULT INDIVIDUAL SPACES TO BE PLACED IN 8' x 8' UNITS.

(SEE SHEET CJ-504)

3. URN CRYPTS ARE TO BE INSTALLED AND CENTERED

INTO PRECISE 4'x4' PLOTS. (SEE SHEET CJ-504)

4. CONTRACTOR SHALL CONTACT THE SENIOR

RESIDENT ENGINEER REGARDING ANY

DISCREPANCIES BETWEEN FIELD CONDITIONS AND

PLANS PRIOR TO PROCEEDING WITH WORK. ALL

FIELD ADJUSTMENTS MUST BE APPROVED BY THE

SENIOR RESIDENT ENGINEER PRIOR TO

INSTALLATION.

5. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS

OTHERWISE NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

6. ALL ELEMENTS TO BE INSTALLED PER PLAN DETAILS

AND MANUFACTURER'S RECOMMENDATION.

7. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL

NECESSARY CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL BE IN PLACE

PRIOR TO ANY CONSTRUCTION ACTIVITIES. NOTIFY

APPROPRIATE UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

8. INTERIOR GRAVESITE GRID MONUMENT TO BE

ALIGNED ON GRAVE PLOT GRID AND CENTERED ON

IRRIGATION AISLE.

9. DISTURBED AREA = 432,975 SF (9.94 AC)

*FWS POINTS SHOWN SHALL

ORIENT FLOWER WATERING

STATIONS PER 1/CJ-502

NEW CURB AND GUTTER PER

6/CJ-501

8 SECTION NUMBER

CS-102

LIMITS OF EARLY TURN OVER AREA

1. EARLY TURN OVER WORK INCLUDES BUT IS NOT

LIMITED TO WORK ASSOCIATED WITH THE

CONSTRUCTION OF BURIAL SECTION 7.

2. INSTALLATION OF GRAVESITE SECTION 8

MONUMENT NO. 2, GRAVESITE 8 GRID

MONUMENTS NO. 3&7, AND BURIAL SECTION 8

URN CRYPT INSTALLATION SHALL BE

COORDINATED WITH FENCING / SCREENING FOR

POST ETO CONSTRUCTION.

ETO NOTES

428 398

427 397

1420 1380 1340 1300 1260 1220 1180 1140 1100 1060 1020 980 940 900

1419 1379 1339 1299 1259 1219 1179 1139 1099 1059 1019 979 939 899

1418 1378 1338 1298 1258 1218 1178 1138 1098 1058 1018 978 938 898

1417 1377 1337 1297 1257 1217 1177 1137 1097 1057 1017 977 937 897

1416 1376 1336 1296 1256 1216 1176 1136 1096 1056 1016 976 936 896

1415 1375 1335 1295 1255 1215 1175 1135 1095 1055 1015 975 935 895

1414 1374 1334 1294 1254 1214 1174 1134 1094 1054 1014 974 934 894

1413 1373 1333 1293 1253 1213 1173 1133 1093 1053 1013 973 933 893

1412 1372 1332 1292 1252 1212 1172 1132 1092 1052 1012 972 932 892

1411 1371 1331 1291 1251 1211 1171 1131 1091 1051 1011 971 931 891

1410 1370 1330 1290 1250 1210 1170 1130 1090 1050 1010 970 930 890

1409 1369 1329 1289 1249 1209 1169 1129 1089 1049 1009 969 929 889

1408 1368 1328 1288 1248 1208 1168 1128 1088 1048 1008 968 928 888

1407 1367 1327 1287 1247 1207 1167 1127 1087 1047 1007 967 927 887

1406 1366 1326 1286 1246 1206 1166 1126 1086 1046 1006 966 926 886

1405 1365 1325 1285 1245 1205 1165 1125 1085 1045 1005 965 925 885

1404 1364 1324 1284 1244 1204 1164 1124 1084 1044 1004 964 924 884

1403 1363 1323 1283 1243 1203 1163 1123 1083 1043 1003 963 923 883

1402 1362 1322 1282 1242 1202 1162 1122 1082 1042 1002 962 922 882

1401 1361 1321 1281 1241 1201 1161 1121 1081 1041 1001 961 921 881

1400 1360 1320 1280 1240 1200 1160 1120 1080 1040 1000 960 920 880

1399 1359 1319 1279 1239 1199 1159 1119 1079 1039 999 959 919 879

1398 1358 1318 1278 1238 1198 1158 1118 1078 1038 998 958 918 878

1397 1357 1317 1277 1237 1197 1157 1117 1077 1037 997 957 917 877

1396 1356 1316 1276 1236 1196 1156 1116 1076 1036 996 956 916 876

1395 1355 1315 1275 1235 1195 1155 1115 1075 1035 995 955 915 875

1394 1354 1314 1274 1234 1194 1154 1114 1074 1034 994 954 914 874

1393 1353 1313 1273 1233 1193 1153 1113 1073 1033 993 953 913 873

1392 1352 1312 1272 1232 1192 1152 1112 1072 1032 992 952 912 872

1391 1351 1311 1271 1231 1191 1151 1111 1071 1031 991 951 911 871

1390 1350 1310 1270 1230 1190 1150 1110 1070 1030 990 950 910 870

1389 1349 1309 1269 1229 1189 1149 1109 1069 1029 989 949 909 869

1388 1348 1308 1268 1228 1188 1148 1108 1068 1028 988 948 908 868

1387 1347 1307 1267 1227 1187 1147 1107 1067 1027 987 947 907 867

1386 1346 1306 1266 1226 1186 1146 1106 1066 1026 986 946 906 866

1385 1345 1305 1265 1225 1185 1145 1105 1065 1025 985 945 905 865

1384 1344 1304 1264 1224 1184 1144 1104 1064 1024 984 944 904 864

1383 1343 1303 1263 1223 1183 1143 1103 1063 1023 983 943 903 863

1382 1342 1302 1262 1222 1182 1142 1102 1062 1022 982 942 902 862

426 396 368 340

425 395 367 339

424 394 366 338

423 393 365 337

422 392 364 336 312 288

421 391 363 335 311 287

420 390 362 334 310 286 264 242

419 389 361 333 309 285 263 241

418 388 360 332 308 284 262 240 220 200

417 387 359 331 307 283 261 239 219 199

416 386 358 330 306 282 260 238 218 198 180 162

415 385 357 329 305 281 259 237 217 197 179 161

414 384 356 328 304 280 258 236 216 196 178 160

413 383 355 327 303 279 257 235 215 195 177 159

412 382 354 326 302 278 256 234 214 194 176 158

411 381 353 325 301 277 255 233 213 193 175 157

410 380 352 324 300 276 254 232 212 192 174 156

409 379 351 323 299 275 253 231 211 191 173 155

408 378 350 322 298 274 252 230 210 190 172 154

407 377 349 321 297 273 251 229 209 189 171 153

406 376 348 320 296 272 250 228 208 188 170 152

405 375 347 319 295 271 249 227 207 187 169 151

404 374 346 318 294 270 248 226 206 186 168 150

403 373 345 317 293 269 247 225 205 185 167 149

402 372 344 316 292 268 246 224 204 184 166 148

401 371 343 315 291 267 245 223 203 183 165 147

400 370 342 314 290 266 244 222 202 182 164 146

860 824 788 752 716 680 644 608 572 536 500 464

859 823 787 751 715 679 643 607 571 535 499 463

858 822 786 750 714 678 642 606 570 534 498 462

857 821 785 749 713 677 641 605 569 533 497 461

856 820 784 748 712 676 640 604 568 532 496 460

855 819 783 747 711 675 639 603 567 531 495 459

854 818 782 746 710 674 638 602 566 530 494 458

853 817 781 745 709 673 637 601 565 529 493 457

852 816 780 744 708 672 636 600 564 528 492 456

851 815 779 743 707 671 635 599 563 527 491 455

850 814 778 742 706 670 634 598 562 526 490 454

849 813 777 741 705 669 633 597 561 525 489 453

848 812 776 740 704 668 632 596 560 524 488 452

847 811 775 739 703 667 631 595 559 523 487 451

846 810 774 738 702 665A 630 594 558 522 486 450

845 809 773 737 701 665 629 593 557 521 485 449

844 808 772 736 700 664 628 592 556 520 484 448

843 807 771 735 699 663 627 591 555 519 483 447

842 806 770 734 698 662 626 590 554 518 482 446

841 805 769 733 697 661 625 589 553 517 481 445

840 804 768 732 696 660 624 588 552 516 480 444

839 803 767 731 695 659 623 587 551 515 479 443

838 802 766 730 694 658 622 586 550 514 478 442

837 801 765 729 693 657 621 585 549 513 477 441

836 800 764 728 692 656 620 584 548 512 476 440

835 799 763 727 691 655 619 583 547 511 475 439

834 798 762 726 690 654 618 582 546 510 474 438

833 797 761 725 689 653 617 581 545 509 473 437

832 796 760 724 688 652 616 580 544 508 472 436

831 795 759 723 687 651 615 579 543 507 471 435

830 794 758 722 686 650 614 578 542 506 470 434

829 793 757 721 685 649 613 577 541 505 469 433

828 792 756 720 684 648 612 576 540 504 468 432

827 791 755 719 683 647 611 575 539 503 467 431

826 790 754 718 682 646 610 574 538 502 466 430

399 369825 789

1381 1341 1301 1261 1221 1181 1141 1101 1061 1021 981 941 901 861

753 717 681 645 609 573 537 501 465 429 341 313 289 265 243 221 201 181 163 145

144 128 112 96 80 64

143 127 111 95 79 63

142 126 110 94 78 62 48 34

141 125 109 93 77 61 47 33

140 124 108 92 76 60 46 32

139 123 107 91 75 59 45 31

138 122 106 90 74 58 44 30 20 10

137 121 105 89 73 57 43 29 19 9

136 120 104 88 72 56 42 28 18 8

135 119 103 87 71 55 41 27 17 7

134 118 102 86 70 54 40 26 16 6

133 117 101 85 69 53 39 25 15 5

132 116 100 84 68 52 38 24 14 4

131 115 99 83 67 51 37 23 13 3

81 35

3698 82

21 149129

66130

114 50 12

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

KEY PLAN

LEGEND

EXISTING CURB AND GUTTER

HEADSTONE FACE DIRECTION

NEW ASPHALT PAVEMENT PER 1/CJ-501

GRAVESITE GRID MONUMENT

GRAVESITE NUMBERING - SECTION 7

MAEIJW 14

EX. PRIVATE VAULTBURIAL SECTION 6

GRAVESITE SECTION MARKER

NEW CURB AND GUTTER PER

6/CJ-501

8 SECTION NUMBER

M

AINTENANCE DRIVE

12 GRAVESITE NUMBER

CS-103

1722 1680 1638 1596 1554 1512 1470 1428 1386 1344 1302 1260 1218 1176 1723 1681 1639 1597 1555 1513 1471 1429 1387 1345 1303 1261 1219 1177

1724 1682 1640 1598 1556 1514 1472 1430 1388 1346 1304 1262 1220 1178 1725 1683 1641 1599 1557 1515 1473 1431 1389 1347 1305 1263 1221 1179

1726 1684 1642 1600 1558 1516 1474 1432 1390 1348 1306 1264 1222 1180 1727 1685 1643 1601 1559 1517 1475 1433 1391 1349 1307 1265 1223 1181

1728 1686 1644 1602 1560 1518 1476 1434 1392 1350 1308 1266 1224 1182 1729 1687 1645 1603 1561 1519 1477 1435 1393 1351 1309 1267 1225 1183

1730 1688 1646 1604 1562 1520 1478 1436 1394 1352 1310 1268 1226 1184 1731 1689 1647 1605 1563 1521 1479 1437 1395 1353 1311 1269 1227 1185

1732 1690 1648 1606 1564 1522 1480 1438 1396 1354 1312 1270 1228 1186 1733 1691 1649 1607 1565 1523 1481 1439 1397 1355 1313 1271 1229 1187

1734 1692 1650 1608 1566 1524 1482 1440 1398 1356 1314 1272 1230 1188 1735 1693 1651 1609 1567 1525 1483 1441 1399 1357 1315 1273 1231 1189

1736 1694 1652 1610 1568 1526 1484 1442 1400 1358 1316 1274 1232 1190 1737 1695 1653 1611 1569 1527 1485 1443 1401 1359 1317 1275 1233 1191

1738 1696 1654 1612 1570 1528 1486 1444 1402 1360 1318 1276 1234 1192 1739 1697 1655 1613 1571 1529 1487 1445 1403 1361 1319 1277 1235 1193

1740 1698 1656 1614 1572 1530 1488 1446 1404 1362 1320 1278 1236 1194 1741 1699 1657 1615 1573 1531 1489 1447 1405 1363 1321 1279 1237 1195

1742 1700 1658 1616 1574 1532 1490 1448 1406 1364 1322 1280 1238 1196 1743 1701 1659 1617 1575 1533 1491 1449 1407 1365 1323 1281 1239 1197

1744 1702 1660 1618 1576 1534 1492 1450 1408 1366 1324 1282 1240 1198 1745 1703 1661 1619 1577 1535 1493 1451 1409 1367 1325 1283 1241 1199

1746 1704 1662 1620 1578 1536 1494 1452 1410 1368 1326 1284 1242 1200 1747 1705 1663 1621 1579 1537 1495 1453 1411 1369 1327 1285 1243 1201

1748 1706 1664 1622 1580 1538 1496 1454 1412 1370 1328 1286 1244 1202 1749 1707 1665 1623 1581 1539 1497 1455 1413 1371 1329 1287 1245 1203

1750 1708 1666 1624 1582 1540 1498 1456 1414 1372 1330 1288 1246 1204 1751 1709 1667 1625 1583 1541 1499 1457 1415 1373 1331 1289 1247 1205

1752 1710 1668 1626 1584 1542 1500 1458 1416 1374 1332 1290 1248 1206 1753 1711 1669 1627 1585 1543 1501 1459 1417 1375 1333 1291 1249 1207

1754 1712 1670 1628 1586 1544 1502 1460 1418 1376 1334 1292 1250 1208 1755 1713 1671 1629 1587 1545 1503 1461 1419 1377 1335 1293 1251 1209

1756 1714 1672 1630 1588 1546 1504 1462 1420 1378 1336 1294 1252 1210 1757 1715 1673 1631 1589 1547 1505 1463 1421 1379 1337 1295 1253 1211

1758 1716 1674 1632 1590 1548 1506 1464 1422 1380 1338 1296 1254 1212 1759 1717 1675 1633 1591 1549 1507 1465 1423 1381 1339 1297 1255 1213

1136 1096 1056 1016 976 936 896 856 816 776 736 696 1137 1097 1057 1017 977 937 897 857 817 777 737 697

1138 1098 1058 1018 978 938 898 858 818 778 738 698 1139 1099 1059 1019 979 939 899 859 819 779 739 699

1140 1100 1060 1020 980 940 900 860 820 780 740 700 1141 1101 1061 1021 981 941 901 861 821 781 741 701

1142 1102 1062 1022 982 942 902 862 822 782 742 702 1143 1103 1063 1023 983 943 903 863 823 783 743 703

1144 1104 1064 1024 984 944 904 864 824 784 744 704 1145 1105 1065 1025 985 945 905 865 825 785 745 705

1146 1106 1066 1026 986 946 906 866 826 786 746 706 1147 1107 1067 1027 987 947 907 867 827 787 747 707

1148 1108 1068 1028 988 948 908 868 828 788 748 708 1149 1109 1069 1029 989 949 909 869 829 789 749 709

1150 1110 1070 1030 990 950 910 870 830 790 750 710 1151 1111 1071 1031 991 951 911 871 831 791 751 711

1152 1112 1072 1032 992 952 912 872 832 792 752 712 1153 1113 1073 1033 993 953 913 873 833 793 753 713

1154 1114 1074 1034 994 954 914 874 834 794 754 714 1155 1115 1075 1035 995 955 915 875 835 795 755 715

1156 1116 1076 1036 996 956 916 876 836 796 756 716 1157 1117 1077 1037 997 957 917 877 837 797 757 717

1158 1118 1078 1038 998 958 918 878 838 798 758 718 1159 1119 1079 1039 999 959 919 879 839 799 759 719

1160 1120 1080 1040 1000 960 920 880 840 800 760 720 1161 1121 1081 1041 1001 961 921 881 841 801 761 721

1162 1122 1082 1042 1002 962 922 882 842 802 762 722 1163 1123 1083 1043 1003 963 923 883 843 803 763 723

1164 1124 1084 1044 1004 964 924 884 844 804 764 724 1165 1125 1085 1045 1005 965 925 885 845 805 765 725

1166 1126 1086 1046 1006 966 926 886 846 806 766 726 1167 1127 1087 1047 1007 967 927 887 847 807 767 727

1168 1128 1088 1048 1008 968 928 888 848 808 768 728 1169 1129 1089 1049 1009 969 929 889 849 809 769 729

1170 1130 1090 1050 1010 970 930 890 850 810 770 730 1171 1131 1091 1051 1011 971 931 891 851 811 771 731

658 620 582 544 506 468 430 392 354 316 278 240 659 621 583 545 507 469 431 393 355 317 279 241

660 622 584 546 508 470 432 394 356 318 280 242 661 623 585 547 509 471 433 395 357 319 281 243

662 624 586 548 510 472 434 396 358 320 282 244 663 625 587 549 511 473 435 397 359 321 283 245

664 626 588 550 512 474 436 398 360 322 284 246 665 627 589 551 513 475 437 399 361 323 285 247

665A 628 590 552 514 476 438 400 362 324 286 248 667 629 591 553 515 477 439 401 363 325 287 249

668 630 592 554 516 478 440 402 364 326 288 250 669 631 593 555 517 479 441 403 365 327 289 251

670 632 594 556 518 480 442 404 366 328 290 252 671 633 595 557 519 481 443 405 367 329 291 253

672 634 596 558 520 482 444 406 368 330 292 254 673 635 597 559 521 483 445 407 369 331 293 255

674 636 598 560 522 484 446 408 370 332 294 256 675 637 599 561 523 485 447 409 371 333 295 257

676 638 600 562 524 486 448 410 372 334 296 258 677 639 601 563 525 487 449 411 373 335 297 259

678 640 602 564 526 488 450 412 374 336 298 260 679 641 603 565 527 489 451 413 375 337 299 261

680 642 604 566 528 490 452 414 376 338 300 262 681 643 605 567 529 491 453 415 377 339 301 263

682 644 606 568 530 492 454 416 378 340 302 264 683 645 607 569 531 493 455 417 379 341 303 265

684 646 608 570 532 494 456 418 380 342 304 266 685 647 609 571 533 495 457 419 381 343 305 267

686 648 610 572 534 496 458 420 382 344 306 268 687 649 611 573 535 497 459 421 383 345 307 269

688 650 612 574 536 498 460 422 384 346 308 270 689 651 613 575 537 499 461 423 385 347 309 271

690 652 614 576 538 500 462 424 386 348 310 272 691 653 615 577 539 501 463 425 387 349 311 273

210 182 154 126 98 70

212 184 156 128 100 72 44 18213 185 157 129 101 73 45 19214 186 158 130 102 74 46 20215 187 159 131 103 75 47 21216 188 160 132 104 76 48 22217 189 161 133 105 77 49 23218 190 162 134 106 78 50 24219 191 163 135 107 79 51 25220 192 164 136 108 80 52 26221 193 165 137 109 81 53 27222 194 166 138 110 82 54 28223 195 167 139 111 83 55 29224 196 168 140 112 84 56 30225 197 169 141 113 85 57 31226 198 170 142 114 86 58 32227 199 171 143 115 87 59 33

229 201 173 145 117 89 61 35 9 1230 202 174 146 118 90 62 36 10 2231 203 175 147 119 91 63 37 11 3232 204 176 148 120 92 64 38 12 4233 205 177 149 121 93 65 39 13 5234 206 178 150 122 94 66 40 14 6235 207 179 151 123 95 67 41 15 7

211 183

228 200 172 144 116 88 60 34

155 127 99 71 43 17

209 181 153 125 97 69

1721 1679 1637 1595 1553 1511 1469 1427 1385 1343 1301 1259 1217 1175

1760 1718 1676 1634 1592 1550 1508 1466 1424 1382 1340 1298 1256 1214

1172 1132 1092 1052 1012 972 932 892 852 812 772 732

1135 1095 1055 1015 975 935 895 855 815 775 735 695

657 619 581 543 505 467 429 391 353 315 277 239

692 654 616 578 540 502 464 426 388 350 312 274

236 208 180 152 124 96 68 42 16 8

12571510

1384 1300

1425 1299

13831720

1468 1342

1834 1792

1094 1014 894 774 694

973 933 1133 1053

813 733

1054 974

1093 1013 853 773 693

655 617

313618

390 314

579 503

275580

389656

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

KEY PLAN

LEGEND

EXISTING CURB AND GUTTER

HEADSTONE FACE DIRECTION

NEW ASPHALT PAVEMENT PER 1/CJ-501

GRAVESITE GRID MONUMENT

GRAVESITE NUMBERING - SECTION 8

MAEIJW 15

GRAVESITE SECTION MARKER

NEW CURB AND GUTTER PER

6/CJ-501

8 SECTION NUMBER

M

AINTENANCE DRIVE

12 GRAVESITE NUMBER

CS-104

H O

N

A

I V

E

11951200

91184

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

EROSION CONTROL PLAN

KEY PLAN

ROAD

B

MA INT ENA NC E D R IV E

MAEIJW 16

EX. PRIVATE VAULT

BURIAL SECTION 6

EX. PPC

BURIAL SECTION 5

LEGEND

INSTALL SEDIMENT FENCE PER 1/CJ-503

1. ALL EROSION AND SEDIMENT CONTROL SHALL

COMPLY WITH SARPY COUNTY, NEBRASKA

DEPARTMENT OF ENVIRONMENTAL QUALITY,

AND PAPILLION CREEK WATERSHED

PARTNERSHIP STORMWATER REGULATIONS.

2. THE CONTRACTOR SHALL HAVE AN EROSION

CONTROL COORDINATOR AND SHALL COMPLY

WITH PERMITS AS REQUIRED BY LAW.

3. STABILIZE THE SITE PRIOR TO AND DURING

CONSTRUCTION. DURING CONSTRUCTION

UTILIZE TEMPORARY DEVICES.

4. ALL TOPSOIL SHALL BE REMOVED,

STOCKPILED AND REPLACED OVER DISTURBED

AREAS AS SOON AS AREAS HAVE BEEN

SHAPED TO FINAL GRADE.

5. LOOSEN SOIL TO PREPARE SUBGRADE FOR

SEEDING, SODDING AND/OR MULCHING.

6. PRACTICE SEQUENTIAL STABILIZATION.

STABILIZE THE SITE AS IT'S BEING BUILT. USE

SEED, SOD, EROSION BLANKETS, MULCH,

HYDRO-MULCH, TURF REINFORCEMENT MATS

(TRM), BONDED FIBER MATRIX AND/OR A

COMBINATION OF THESE DEVICES.

7. STABILIZE ALL SWALES/DITCHES AS SOON AS

POSSIBLE. USE DITCH CHECKS (I.E. WATTLES

OR ROCK CHECKS), EROSION BLANKET, TRM,

AND/OR OTHER DEVICES.

8. PREVENT DUST FROM LEAVING THE SITE.

9. PROPERLY STORE FUELS AND COMBUSTIBLES

AND PREVENT LEAKS/SPILLS.

10. EVALUATE EROSION CONTROL DEVICES

REGULARLY AND FOLLOWING STORM EVENTS

AND REPAIR DEFECTS IMMEDIATELY.

11. APPLY TYPE 1E - MED. WEIGHT DOUBLE NET

EROSION CONTROL BLANKET EROSION

BLANKET TO ALL SLOPES GREATER THAN 4:1.

APPLY TYPE 2A TURF REINFORCEMENT MAT

WITHIN WITHIN DRAINAGE SWALE. EROSION

CONTROL BLANKETS SHOULD BE INSTALLED IN

ACCORDANCE WITH THE OMAHA REGIONAL

STORMWATER DESIGN MANUAL.

12. STABILIZE AREAS SEEDED WITH NATIVES BY

DRILL SEEDING. APPLY COVER CROP AND

COVER WITH EROSION BLANKET WHERE

FEASIBLE.

13. CONDUCT TEMPORARY SEEDING AND

MULCHING OPERATIONS TO PROVIDE A

TEMPORARY VEGETATIVE COVER FOR

EROSION AND SEDIMENT CONTROL WHEN

SEASONAL CONDITIONS DO NOT ALLOW FOR

INSTALLATION OF THE MATERIAL SPECIFIED,

WHEN ACTIVITY CEASES AND WILL NOT

RESUME FOR A PERIOD EXCEEDING 14

CALENDAR DAYS, OR WITHIN 7 DAYS OF

COMPLETING GRADING OPERATIONS.

EROSION CONTROL NOTES:

INSTALL EROSION CONTROL BLANKET PER

3/CJ-503

INSTALL INLET PROTECTION PER 3/CJ-505

INSTALL SILT FENCE SUCH THAT

TEMPORARY ACCESS ROUTE IS

MAINTAINED THROUGHOUT

CUL-DE-SAC CONSTRUCTION

INSTALL TEMPORARY BIOROLLS

SPACED 50' OC ALONG BOTTOM

OF SWALE PER 4/CJ-503 (TYP)

INSTALL INLET

PROTECTION ON ALL

CATCH BASINS IN THE

PROJECT VICINITY

(TYP)

INSTALL EROSION CONTROL

BLANKET ON ALL SLOPES 4:1 OR

STEEPER (TYP.)

INSTALL TEMPORARY CHAIN

LINK FENCE AND PRIVACY

SCREENING PER 4/CJ-505

MAINTAIN TEMPORARY CHAIN LINK

FENCE AND PRIVACY SCREENING

THROUGHOUT CONSTRUCTION.

REGULARLY INSPECT THE PRIVACY

SCREEN FOR DAMAGE. REPAIR DAMAGED

SCREENS AS SOON AS POSSIBLE.

INSTALL SILT FENCE

ALONG GRADING

LIMITS.

INSTALL TEMPORARY CHAIN LINK

FENCE PER 4/CJ-505

INSTALL EROSION CONTROL

BLANKET ON ALL SLOPES 4:1 OR

STEEPER (TYP.)

INSTALL SILT FENCE

ALONG CONSTRUCTION

LIMITS (TYP)

CE-101

INSTALL EROSION CONTROL

BLANKET ON ALONG BOTTOM

OF DRAINAGE SWALE

MATCHLINE CE-102

1. ADJUST TEMPORARY CHAIN LINK FENCE AND

PRIVACY SCREENING PRIOR TO ETO TO

PROVIDE SCREENING OF POST ETO WORK

FROM ETO AREAS. CONTRACTOR TO SUBMIT A

POST ETO FENCING PLAN TO THE COR FOR

APPROVAL PRIOR TO COMPLETION OF ETO

WORK.

ETO NOTES:

1194 1192

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

EROSION CONTROL PLAN

KEY PLAN

MAEIJW 17

LEGEND

INSTALL SEDIMENT FENCE PER 1/CJ-503

1. ALL EROSION AND SEDIMENT CONTROL

SHALL COMPLY WITH SARPY COUNTY,

NEBRASKA DEPARTMENT OF

ENVIRONMENTAL QUALITY, AND PAPILLION

CREEK WATERSHED PARTNERSHIP

STORMWATER REGULATIONS.

2. THE CONTRACTOR SHALL HAVE AN EROSION

CONTROL COORDINATOR AND SHALL

COMPLY WITH PERMITS AS REQUIRED BY

LAW.

3. STABILIZE THE SITE PRIOR TO AND DURING

CONSTRUCTION. DURING CONSTRUCTION

UTILIZE TEMPORARY DEVICES.

4. ALL TOPSOIL SHALL BE REMOVED,

STOCKPILED AND REPLACED OVER

DISTURBED AREAS AS SOON AS AREAS HAVE

BEEN SHAPED TO FINAL GRADE.

5. LOOSEN SOIL TO PREPARE SUBGRADE FOR

SEEDING, SODDING AND/OR MULCHING.

6. PRACTICE SEQUENTIAL STABILIZATION.

STABILIZE THE SITE AS IT'S BEING BUILT. USE

SEED, SOD, EROSION BLANKETS, MULCH,

HYDRO-MULCH, TURF REINFORCEMENT

MATS (TRM), BONDED FIBER MATRIX AND/OR

A COMBINATION OF THESE DEVICES.

7. STABILIZE ALL SWALES/DITCHES AS SOON AS

POSSIBLE. USE DITCH CHECKS (I.E. WATTLES

OR ROCK CHECKS), EROSION BLANKET, TRM,

AND/OR OTHER DEVICES.

8. PREVENT DUST FROM LEAVING THE SITE.

9. PROPERLY STORE FUELS AND

COMBUSTIBLES AND PREVENT LEAKS/SPILLS.

10. EVALUATE EROSION CONTROL DEVICES

REGULARLY AND FOLLOWING STORM

EVENTS AND REPAIR DEFECTS IMMEDIATELY.

11. APPLY EROSION BLANKET TO ALL SLOPES

GREATER THAN 4:1.

12. STABILIZE AREAS SEEDED WITH NATIVES BY

DRILL SEEDING. APPLY COVER CROP AND

COVER WITH EROSION BLANKET WHERE

FEASIBLE.

13. CONDUCT TEMPORARY SEEDING AND

MULCHING OPERATIONS TO PROVIDE A

TEMPORARY VEGETATIVE COVER FOR

EROSION AND SEDIMENT CONTROL WHEN

SEASONAL CONDITIONS DO NOT ALLOW FOR

INSTALLATION OF THE MATERIAL SPECIFIED,

WHEN ACTIVITY CEASES AND WILL NOT

RESUME FOR A PERIOD EXCEEDING 14

CALENDAR DAYS, OR WITHIN 7 DAYS OF

COMPLETING GRADING OPERATIONS.

EROSION CONTROL NOTES:

INSTALL EROSION CONTROL BLANKET PER

3/CJ-503

INSTALL SILT FENCE ALONG

CONSTRUCTION LIMITS (TYP)

INSTALL EROSION CONTROL

BLANKET ON ALL SLOPES 4:1 OR

STEEPER (TYP.)

INSTALL TREE PROTECTION

FENCING AROUND EXISTING

LARGE SPRUCE PER 5/CJ-505

INSTALL TREE PROTECTION

FENCING ALONG EXISTING

TREE LINE TO REMAIN PER

5/CJ-505

INSTALL SILT FENCE ALONG

CONSTRUCTION LIMITS (TYP)

INSTALL ROCK CONSTRUCTION

ENTRANCE PER 2/CJ-503 AT

EXISTING ACCESS

12031205

1186 1184

12061206

12051204

1204 1204 1203 1202 1201 1200

1194 1196

1199 1198 1197 11961205

M A

IN

TE

N A

N C

E B

U

ILD

IN

G

SCHRAM ROAD

CE-102

MATCHLINE CG-101

PROTECT EXISTING

UTILITIES TO REMAIN

NDOR TYPE A RIPRAP

D

IA

D

IA

1' 2'

2'

NONWOVEN GEOTEXTILE FABRIC

EXTEND FABRIC ONE

FOOT UNDER FES

VARIES

PER PLAN

VARIES

PER PLAN

VARIES

PER PLAN

2.

5'

PRECAST FLARED END SECTION PER 7/CJ-506

TOP OF RIP RAP TO MATCH

EXISTING ELEVATION AT

HEADWALL. ELE = 1168.00±

INVERT AT FLARED END SECTION

PER SHEET CU-101. ELE = 1170.40

TOP OF RIP RAP ELE = 1169.00 AT

TERMINATION OF RIP RAP

.6

.3

56.6

SEE 3/CE-102 FOR

RIPRAP AT FES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h e f o o t o n e q u a r t e r i n e f o o t t h r e e e i g h e f o o t o n e h a l f i n e f o o t t h r e e q u a r t e r s i n e f o o t o n e i n e f o o t o n e a n d o n e h a l f i n e f o o t t h r e e i n c h e e f o o t

A

B

C

D

E

F

13605 1st Ave. N #100 Plymouth, Minnesota 55441 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

9.94

9.94

0.00

4.07

5.10

0.75

0.75

SWPPP

MAEIJW 18

CE-103

1191.16

1191.16

1188.92

1188.60

1188.60

1186.36

1186.68 1186.36

1184.40

1187.29

1186.68

ME 1180.93

ME 1180.93

ME 1183.71ME 1183.71

R. 1186.29

R. 1186.25

R. 1179.42 R. 1179.52

3%

1173 1171

4.9%

2.6%

1188.92

1184.44

1182.52

1184.46

1182.52

4.0

4.0

4.0

1187.29

1184.73

1184.40 1184.73

1182.48

1180.24

1178.32

1178.64

1179.92

1182.16

1182.48

1180.24

1178.64 1178.96

1178.32

1182.16

1179.92

4:1

4.0

4.0

4:1

4:1

1186 1182

3:1

3:1

41210

4:1

3:1

3:1

10:1

10:1

10:1

4:1

4:1

4:1

4:1 4:1

11881187

1188.50

ME.1189.60±

ME 1170.67±

ME.1173.22±

I. 1168.00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

GRADING PLAN

KEY PLAN

OUTLET=1166.63

NOTES

1. BURIAL FIELD GRADING FOR SECTIONS 7

AND 8 SHALL BE SLOPED AT 4%.

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

GRADING LIMITS

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

1184.92 SPOT ELEVATION

1184.92 MATCH EXISTING ELEVATION

ME

FINISHED GRADE PITCH6%

ROAD

B

H O

N

A

I V

E

MA INT ENA NC E D R IV E

MAEIJW 19

EX. PRIVATE VAULT

BURIAL SECTION 6

EX. PPC

BURIAL SECTION 5

1184.92 MATCH RIM ELEVATION

R

NEW ASPHALT PAVEMENT

PER 1/CJ-501

NEW CURB AND GUTTER

PER 6/CJ-501

MATCHLINE CG-102

CG-101

CG-102

SEE SWALE GRADING

AND RESTORATION

NOTES

LIMITS OF SWALE GRADING

AND RESTORATION ZONE

SWALE GRADING AND

RESTORATION NOTES

1. ALL EARTHWORK, EROSION CONTROL, AND

RESTORATION EFFORTS (SEEDING) SHALL

BE COMPLETED WITHIN TWO WEEKS OF

THE COMMENCEMENT OF EARTHWORK

OPERATIONS WITHIN THE RESTORATION

ZONE.

2. THE SWALE GRADING AND RESTORATION

ZONE SHALL NOT BE UTILIZED FOR

STOCKPILING OR STAGING OF MATERIAL

PRIOR TO THE COMMENCEMENT OF

EARTHWORK OPERATIONS WITHIN THE

ZONE, AND SHALL NOT BE UTILIZED FOR

SUCH A PURPOSE AFTER RESTORATION

EFFORTS HAVE BEEN COMPLETED WITHIN

THE ZONE.

3. TO THE EXTENT POSSIBLE, THE WORK

WITHIN THE ZONE SHALL BE SCHEDULED

WITHIN THE SUMMER SEASON, AND

DURING TWO WEEKS FOR WHICH

SIGNIFICANT RAINFALL IS NOT

FORECASTED.

4. AT NO TIME SHALL THE CONSTRUCTION

ACTIVITY OBSTRUCT THE EXISTING

HEADWALL OR CULVERT.

PROTECT EXISTING

UNDERGROUND

UTILITIES (TYP.)

PROTECT EXISTING

UNDERGROUND

UTILITIES (TYP.)

1188 1187

ME 1178.74

ME 1178.41

1178.11

1178.25

1178.13 1178.01

1178.07

1178.22

1178.24

1178.24

ME 1178.33 ±

ME 1178.18 ±

ME 1178.41±

ME 1178.08±

11801181

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Irrigation:

Project Director

Revisions: Date:

EC Design Group 400 5th Street West Des Moines, IA 50265

(515) 225-6365 o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

1 3 6 0 5 1 s t A v e . N # 1 0 0 P l y m o u t h , M i n n e s o t a 5 5 4 4 1 P 763.412.4000 F 763.412 4090 ae-mn.com

BID DOCUMENTS

OMAHA NATIONAL CEMETERY

OMAHA NEBRASKA

935CM3001

APRIL 5, 2019 OF 33

STATE OF NEBRASKA

PR

OF

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

GRADING PLAN

KEY PLAN

NOTES

1. BURIAL FIELD GRADING FOR SECTIONS 7

AND 8 SHALL BE SLOPED AT 4%.

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

GRADING LIMITS

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

1184.92 SPOT ELEVATION

1184.92 MATCH EXISTING ELEVATION

ME

FINISHED GRADE PITCH6%

MAEIJW 20

1184.92 MATCH RIM ELEVATION

R

NEW ASPHALT PAVEMENT

PER 1/CJ-501

NEW CURB AND GUTTER

PER 6/CJ-501

96 1197

12031205

1186 1184

12061206

12051204

1204 1204 1203 1202 1201 1200

1194 1196

1199 1198 1197 11961205

M A

IN

TE

N A

N C

E B

U

ILD

IN

G

SCHRAM ROAD

MATCHLINE CG-101

CG-102

SEE SWALE GRADING

AND RESTORATION

NOTES ON SHEET CG-101

LIMITS OF SWALE GRADING

AND RESTORATION ZONE

INSTALL TRUNCATED

DOME TACTILE WARNING

STRIP PER 3/CJ-506

INSTALL CONCRETE

SIDEWALK PER 5/CJ-506

PROTECT EXISTING

UNDERGROUND

UTILITIES (TYP.)