36C78619B0009-015.pdf

PDF 9 MB Posted May 30, 2019

Attached to: National Cemetery Administration (NCA) Omaha National Cemetery Project Number 935CM3001 | Install 3200 Urn Crypts
Solicitation number: 36C78619B0009
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78619B0009 01_ONC Urn Crypts_Combined Plans_Part3.pdf

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36C78619B0009-0003001.pdf	PDF	Jul 8, 2019
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36C78619B0009-0003000.docx	DOCX document	Jul 8, 2019
36C78619B0009-0002002.docx	DOCX document	Jun 26, 2019
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CO - 14R.1191.11I.1185.86

CO - 13R.1188.08I.1182.83

CO - 19R.1186.60I.1181.35

CO - 11R.1182.22I.1176.97

CO - 8R.1181.85I.1176.60

CO - 7R.1187.25I.1182.00

CO - 6R.1184.05I.1178.80

CO - 3R.1179.84I.1174.59

CO - 1R.1178.14I.1172.89 (IN)I.1170.74 (OUT)

CO - 15R.1182.40I.1177.15

CO - 20R.1189.43I.1184.18

CO - 9R.1184.83I.1179.58

CO - 4R.1181.14I.1175.89

CO - 12R.1185.32I.1180.07 CO - 2R.1178.96I.1173.71

CO - 5R.1182.48I.1177.23

CO - 18R.1185.96I.1180.71

CO - 10R.1178.29I.1173.04

CO - 17R.1184.12I.1178.87

CO - 16R.1183.24I.1177.99

CLEANOUT COORDINATES

CLEANOUT POINT NO.

Northing

497848.71

497830.31

497794.24

497767.95

497735.11

497697.12

497618.90

497793.14

497724.25

497878.55

497887.71

497818.49

497749.49

497682.50

497905.41

497899.22

497874.96

497853.92

497852.81

497787.48

Easting

2705721.38

2705716.64

2705740.40

2705737.31

2705733.44

2705723.66

2705703.53

2705576.97

2705550.97

2705605.44

2705576.93

2705548.07

2705527.98

2705500.04

2705534.48

2705505.89

2705495.78

2705427.50

2705399.87

2705363.96

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

KEY PLANKEY PLAN

CLEAN OUT PER 3/CJ-504

6" PERFORATED UNDERDRAIN PIPE

INVERT ELEVATION510.75

CRYPT LIMITS

FINISH GRADE495

1. SEE CRYPT DETAILS FOR UNDERDRAIN

INSTALLATIONS.

1. INSTALL UNDER DRAIN PIPING USING DESIGN

INVERT ELEVATIONS AS SHOWN. PIPE GRADE

BETWEEN INVERT ELEVATIONS SHALL BE

UNIFORM GRADE UNLESS SHOWN OTHERWISE.

2. ALL UNDER DRAIN PIPE SHALL BE PERFORATED

UNLESS NOTED OTHERWISE.

UNDERDRAIN: BURIAL SECTIONS 7 & 8

LEGEND

NEW RIP RAP PER CE-102

GENERAL

UNDERDRAIN NOTES

CONSTRUCTION

UNDERDRAIN NOTES

ROAD

H O

N O

G U

I V

MA INT ENA NC E R O A D D R IV E

SOLID 6" HDPE UNDEDRAIN PIPE

FROM CO-1 TO FES-1

6" FES WITH BACKFLOW PREVENTER

I.1170.40

UNDERDRAIN PLAN

MAEIJW 21

EXISTING PRIVATE VAULT

BURIAL SECTION 6

EXISTING PPC

BURIAL SECTION 5

CU-101

EXISTING HEADWALL

I.1168.00

PROTECT EXISTING

UNDERGROUND

UTILITIES (TYP.)

1. INSTALLATION OF STRUCTURES FES, CO-1,

CO-10, CO-11, CO-12, CO-13, CO-14, CO-15, CO-16,

CO-17, CO-18, CO-19, AND CO-20 AND

ASSOCIATED PIPING SHALL BE COMPLETED AS

PART OF THE ETO.

2. PROVIDE STUB FOR FWS DRAIN CONNECTION TO

CO-10 AS PART OF THE ETO.

ETO UNDERDRAIN NOTES

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

KEY PLAN

LEGEND

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

H O

I V

ROAD

UTILITY RELOCATION PLAN

MAEIJW 22

CU-102

EX. PRIVATE VAULT

BURIAL SECTION 6

EX. PPC

BURIAL SECTION 5

UTILITY PLAN NOTES:

1. COORDINATE UTILITY RELOCATION WITH UTILITY

PROVIDER AND CEMETERY STAFF PRIOR TO

REMOVAL / RELOCATION OF ANY EXISTING UTILITY

LINE.

2. NOTIFY COR 15 BUSINESS DAYS PRIOR TO UTILITY

RELOCATION. COORDINATE UTILITY RELOCATION

WITH CEMETERY STAFF TO MINIMIZE IMPACT ON

CEMETERY OPERATIONS.

3. PROTECT EXISTING UTILITIES TO REMAIN

THROUGHOUT UNDERDRAIN INSTALLATION.

4. LOCATION OF EXISTING UTILITIES ARE

APPROXIMATE. CONTRACTOR TO VERIFY LOCATION

OF UTILITY LINES PRIOR TO RELOCATION. NOTIFY

COR IMMEDIATELY IF EXISTING CONDITIONS VARY

FROM PLANS.

5. LAYOUT OF SITE FEATURES IS BASED ON

SEPTEMBER 13, 2013 SURVEY, PROVIDED BY

OLSSON ASSOCIATES, 2111 SOUTH 67TH STREET,

STE 200; OMAHA, NE 68106; TEL 402.341.1116,

ASBUILT PLANS PREPARED BY ANDERSON

ENGINEERING OF MN, LLC ON DECEMBER 5TH OF

2018, AND A WATERMAIN LOCATE PREPARED BY

OLSSON ASSOCIATES, JANUARY 2019. CONTRACTOR

TO VERIFY THE LOCATION AND ELEVATION OF ALL

UTILITIES PRIOR TO CONSTRUCTION.

RELOCATED COMMUNICATION LINE

(APPROXIMATE)

RELOCATED UNDERGROUND POWER LINE

(APPROXIMATE)

NEW CLEAN OUT

NEW 6" PERFORATED UNDERDRAIN PIPE

RELOCATE IRRIGATION POND

SUPPLY LINE AS NECESSARY

FOR CUL-DE-SAC

INSTALLATION. SEE

IRRIGATION PLANS

RELOCATED IRRIGATION MAINLINE

(APPROXIMATE)

SUBBASE: CRUSHED AGGREGATE

(NDOR 1033.09 OR 1033.11)

SUBGRADE: NDOR SECTION 302

BASE COURSE: NDOR SECTION 1028

SURFACE COURSE: NDOR SECTION 1028

DETAIL A

TACK COAT

SUBBASE: CRUSHED AGGREGATE

(NDOR 1033.09 OR 1033.11)

BASE COURSE:

NDOR SECTION 1028

SURFACE COURSE:

NDOR SECTION 1028

SUBGRADE: NDOR SECTION 302

PRIME COAT

"14

GRAPHIC ON

EACH SIDE

PRECAST

CONCRETE

POST

7 1/2"

5/8" 1/8"

1" 5/8"

1/8"

3 3/4"

ARCH. PRE-CAST CONCRETE POST,

LIGHT SANDBLAST FINISH

ALUMINUM SIGN PANEL (WHERE SHOWN)

3/16"Ø x 2" S.S. TAMPER PROOF

SCREW & EXPANSION SHIELD

(3) #3 EQUALLY SPACED REBAR

1/8"

TYP.

3/ 8"

R E

C E

S S

PLAN

REINFORCEMENT PER MANUFACTURER

RECOMMENDATIONS

PLAN VIEW

DOMED-TOP MONUMENT MARKET SEE DETAILSMOOTH TROWEL FINISH TOP SURFACE,

ENSURING POSITIVE DRANAGE

1" DIAMETER X 2 1/4" DEEP HOLE. SET MARKER WITH NON SHRINK GROUT.

BRONZE DOMED-TOP MONUMENT MARKER

WITH 3/4" DIAMETER SPLIT STYLE STEM

AND INTEGRAL LOCATION MAGNET

FIELD STAMPED CROSS HAIRS: MAX. LENGTH 3/4", MIN. LENGTH

1/2". CROSS HAIRS SHALL BE LOCATED WITHIN ENGRAVED

CIRCLE. ALIGN CROSS HAIRS WITH GRAVESITE GRID LINES.

REQUIRED 3/16" HIGH TEXT ENGRAVED ON CAP

8" MAX. TO

TOP OF DOME

NOTES:

1. CENTER POINT OF BURIAL CONTROL MONUMENT GRID SHALL BE

WITHIN 0.05 FT OF THE POINT DESIGNATED ON THE PLANS.

2. CONCRETE TO EXTEND BELOW FROST DEPTH

BRONZE DOMED-TOP MONUMENT MARKER

LOCATED WITHIN 4" DIA. PLACEMENT CIRCLE

4" DIA. PLACEMENT CIRCLE CENTERED ON CONCRETE MONUMENT

SLOPE CONCRETE AWAY FROM CENTER OF CONCRETE BURIAL MONUMENT

SET FLUSH WITH FINISHED GRADE

6" DIAMETER, CAST IN PLACE, CONCRETE MONUMENT

REINFORCED WITH 1 #6 REBAR, 60" LONG, 1" CLEAR FROM FACE.

ENGRAVED 1" DIA. CIRCLE CENTERED IN MONUMENT MARKER. CROSS

HAIRS SHALL COMPLETELY RESIDE WITHIN THE ENGRAVED CIRCLE.

4'-6" MIN.

CONSTRUCTION NOTES:

IT IS IMPORTANT THAT THE PAVEMENT SUBGRADE SUPPORT BE RELATIVELY UNIFORM, WITH NO ABRUPT CHANGES IN THE DEGREE OF SUPPORT.

NON-UNIFORM PAVEMENT SUPPORT CAN OCCUR AT THE TRANSITION FROM CUT TO FILL AREAS, IN AREAS OF VARYING SOIL MOISTURE CONTENTS OR SOIL TYPES, OR WHERE IMPROPERLY PLACED OR POORLY COMPACTED UTILITY BACKFILL HAS BEEN PLACED ACROSS OR THROUGH AREAS TO BE PAVED.

IMPROPER SUBGRADE PREPARATION SUCH AS INADEQUATE REMOVAL OF VEGETATION OR THE AGRICULTURE ZONE MATERIALS, FAILURE TO IDENTIFY SOFT OR UNSTABLE AREAS BY PROOFROLLING, AND INADEQUATE OR IMPROPER COMPACTION CAN ALSO PRODUCE NON-UNIFORM SUBGRADE SUPPORT.

IT IS REQUIRED THAT THE UPPER 12 INCHES OF PAVEMENT SUBGRADE SOIL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO A MINIMUM 98 PERCENT OF THE MATERIALS MAXIMUM STANDARD PROCTOR (ASTM D-698) DRY DENSITY. PAVEMENT SUBGRADE MOISTURE CONTENT AT THE TIME OF COMPACTION SHOULD BE MAINTAINED BETWEEN -2 TO +3 PERCENT OF OPTIMUM. IT IS REQUIRED THAT THIS 12 INCH COMPACTED THICKNESS BE SUPPLEMENTED WITH 6 ADDITIONAL INCHES OF COMPACTED STRUCTURAL FILL (18 INCHES TOTAL) IN AREAS SUBJECTED TO REPETITIVE OR TURNING TRUCK TRAFFIC. THESE AREAS INCLUDE, BUT ARE NOT LIMITED TO, TRUCK ENTRANCES AND TURNAROUNDS.

THE FINAL PAVEMENT SUBGRADE SHOULD BE TESTED FOR COMPACTION AND PROOFROLLED IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE TO DETECT LOCALIZED AREAS OF INSTABILITY. UNSUITABLE OR UNSTABLE AREAS SHOULD BE REWORKED AS NECESSARY TO PROVIDE A UNIFORM SUBGRADE. FOR SUBGRADE SOILS PREPARED IN THIS MANNER, OLSSON RECOMMENDS UTILIZING AN ESTIMATED CALIFORNIA BEARING RATIO (CBR) VALUE OF 3.0 AND A

MODULUS OF SUBGRADE REACTION OF 125 PCI FOR PAVEMENT DESIGN.

IT IS REQUIRED THAT PREPARED PAVEMENT SUBGRADES EXTEND A MINIMUM OF 2 FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS, WHERE FEASIBLE.

WE RECOMMEND THE GEOTECHNICAL ENGINEER MUST BE PRESENT DURING SUBGRADE PREPARATION TO OBSERVE, DOCUMENT, AND TEST COMPACTION AND MOISTURE OF THE MATERIALS AT THE TIME OF PLACEMENT. IT IS REQUIRED THAT HEAVY, REPETITIVE CONSTRUCTION TRAFFIC BE CONTROLLED, ESPECIALLY DURING PERIODS OF WET WEATHER, TO MINIMIZE DISTURBANCE. UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER, FINAL PREPARED SUBGRADES SHOULD BE PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR RUBBER-TIRED EQUIPMENT WITH A TOTAL WEIGHT OF AT LEAST 20-TONS, IMMEDIATELY PRIOR TO PLACEMENT OF NEW PAVEMENTS. PROOFROLLING OPERATIONS SHOULD BE OBSERVED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER. UNSTABLE OR UNSUITABLE SOILS REVEALED BY PROOFROLLING SHOULD BE REWORKED TO PROVIDE A STABLE SUBGRADE OR REMOVED AND REPLACED WITH STRUCTURAL FILL UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER.

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

CIVIL DETAILS 1

MAEIJW 23

CJ-501

12"

10"

3-#4 BARS

CONTINUOUS

NOTE: PROVIDE 4" CRUSHED AGGREGATE

SUB-BASE UNDER ALL CURB

FLORAL

REGULATIONS

FRESH CUT FLOWERS MAY BE PLACED ON GRAVES AT ANY TIME. TEMPORARY FLOWER

CONTAINERS ARE AVAILABLE.

FLORAL ITEMS WILL BE REMOVED WHEN THEY BECOME UNSIGHTLY.

ARTIFICIAL FLOWERS MAY BE ALLOWED ON GRAVES FROM NOVEMBER 1ST TO MARCH 1ST.

CHRISTMAS WREATHS, GRAVE BLANKETS AND OTHER SEASONAL ADORNMENTS ARE

PERMITTED ON GRAVES FROM DECEMBER 1ST THROUGH JANUARY 20TH.

PERMANENT PLANTINGS, STATUES, VIGIL LIGHTS, BREAKABLE OBJECTS AND SIMILAR ITEMS

ARE NOT PERMITTED ON GRAVES AT ANY TIME.

PERMANENT ITEMS REMOVED FROM GRAVES WILL BE PLACED IN AN INCONSPICUOUS

HOLDING AREA FOR ONE MONTH PRIOR TO DISPOSAL. DECORATIVE ITEMS REMOVED FROM

GRAVES REMAIN THE PROPERTY OF THE DONOR BUT ARE UNDER THE CUSTODIANSHIP OF THE

CEMETERY. IF NOT RETRIEVED BY THE DONOR, THEY ARE THEN GOVERNED BY THE RULES FOR

DISPOSAL OF FEDERAL PROPERTY.

FLORAL ITEMS AND OTHER TYPES OF DECORATIONS WILL NOT BE SECURED TO HEADSTONES

OR MARKERS.

1/ 2"

1'-0"

EQ EQ

1/ 4"

1/4"

TRASH FLOWER VASES

2" 2"

3 3/4"

4" 6"

4" 1'

-6 " T

Y P

3' -6

1'-6"

TYP.

VARIES

PLAN VIEW

" D

P C

O N

C R

F O

N G

1' -6

" D

VARIES

SECTION

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

CIVIL DETAILS 2

MAEIJW

CJ-502

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

CIVIL DETAILS 3

MAEIJW

CJ-503

45°

BIOROLL

8" - 10" EMBEDMENT DEPTH

1"x2"x24" LONG WOODEN STAKES

AT 1' 0" SPACING MAXIMUM.

STAKES SHALL BE DRIVEN

THROUGH THE BACK HALF OF THE

BIOROLL AT AN ANGLE OF 45° WITH

THE TOP OF THE STAKE POINTING

UPSTREAM. PROVIDE 8" TO 10" OF

EMBEDMENT DEPTH.

BIOROLL STAKING DETIAL

FLOW

STAKE

STRAW OF WOOD FIBER 12"

DIA. ROLL ENCLOSED IN

PLASTIC OR POLYESTER

NETTING

SIDE VIEW

CRYPT/MONUMENT LAYOUT GENERAL NOTE:

LAYOUT OF URN CRYPTS SHALL BE BASED UPON THE LOCATIONAL DATA FOR THE GRAVESITE

MONUMENTS PROVIDED; REFER TO PLAN VIEW ABOVE FOR ADDITIONAL CRYPT LAYOUT INFORMATION.

THE ACTUAL PLACEMENT OF THE GRAVESITE MONUMENTS SHALL OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MONUMENT PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT LIDS.

REPLACE ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MONUMENTS. MONUMENT PLACEMENT

MUST BE BASED UPON THE ACTUAL INSTALLED CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE

PLANS) MUST BE RECORDED ON THE RECORD DRAWINGS.

CONTRACTOR TO PROVIDE THE VA STANDARD LIFTING DEVICE

FOR CRYPT LID REMOVAL TO THE VA, FURTHERMORE,

CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING

LIDS DURING CONSTRUCTION.

MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS

CRITICAL; CONTRACTOR SHALL PROVIDE THE MEANS AND

METHODS (AS APPROVED BY THE RE/COR) TO VERIFY DEPTH

OF COVER; DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE

REMEDIED (TO THE SATISFACTION OF THE RE/COR) PRIOR TO

ACCEPTANCE OF CRYPT INSTALLATION.

HORIZONTAL PLAN VIEW

GRAVESITE

GRID

MONUMENT;

REFER TO

GRAVESITE

LAYOUT

PLANS FOR

LOCATIONAL

DATA

7' -1

0" T

Y P

GRAVESITE GRID

MONUMENT

NEW IRRIGATION LINE 12"

MIN. BELOW TOP OF

CRYPT LID

IRRIGATION AISLE:

BACKFILL WITH

COMPACTED APPROVED

GENERAL FILL

PROVIDE STIFFENING

RIBS AS REQUIRED FOR

SIDE OF CRYPT FACING

AISLES & PERIMETER OF

CRYPT FIELD; PROVIDE

SHOP DRAWINGS &

CALCULATIONS

8'-0"

G R

A V

E S

G R

N E

, T Y

END VIEW

4'-0" (TYP.

GRAVE/PLOT)

MEASURED AT

TOP OF CRYPT

6" DEPTH APPROVED TOPSOIL

COMPACTED APPROVED GENERAL FILL

ALL TOP EDGES OF CRYPT LIDS TO BE

CHAMFERED OR FILLETED, NO 90°

ANGLE EDGES; MANUFACTURER TO

SHOW IN SHOP DRAWINGS

LID LIFTING LUG IN

RECESS W/CAP

PRE-CAST CONC. URN CRYPT

(4 PLOTS); OUTSIDE DIMENSIONS: 7'-10"L X

7'-10"W (5/CJ-504)

FILTER FABRIC UNDER CRYPTS, SEE SPECS. (TYP.

BENEATH DRAINAGE STONE)

AREA BETWEEN CRYPTS SHALL BE FILLED AND

COMPACTED W/APPROVED 3/8" STONE

(3/8" MAX. WITH 0% PASSING #10,

SEE SPECS); PROVIDE SUBMITTAL FOR APPROVAL

(NO SAND ALLOWED)

(1) 4" DRAIN HOLE PER VAULT

IRRIGATION AISLE

(8'-0" WIDTH):

BACKFILL WITH

COMPACTED

APPROVED

GENERAL FILL

GRIDLINES

(4'-0" X 4'-0"

BURIAL PLOT

AREA TYP.)

7'-10" TYP. EQEQ

E Q

31 2"

3'-71

2" TYP. 1'-2"

1'-4"10"

6½"

4"1' -4

7'-10"

NOTES:

1. URN VAULT SECTIONS (4 VAULTS PER SECTION) SHALL BE CENTERED WITHIN

4 PLOTS AS INDICATED

2. HEADSTONE CONTAINMENT STRUCTURE TO BE MONOLITHICALLY POURED

WITH URN VAULT LID

3. HEADSTONE CONTAINMENT STRUCTURE TO HAVE A REMOVABLE CAP OR

PLUG TO PREVENT ANY BACKFILL FROM ENTERING THE CAVITY DURING

BACKFILL AND COVERING

4. WITH EXCEPTION OF DIMENSIONS AS DETAILED, URN VAULTS ARE TO ADHERE

TO ALL REQUIREMENTS TO INCLUDE CONCRETE PLANT CERTIFICATIONS,

SUBMITTALS WITH VAULT STRUCTURAL CALCULATIONS, ON SITE LOAD

TESTING; AND ALL OTHER REQUIREMENTS AS SPECIFIED IN SECTION 03 48 22

PRECAST CONCRETE URN VAULTS. STRUCTURAL CALCS & REINFORCING

SHALL BE ADEQUATE FOR ALL APPLICABLE LOADS INCLUDING FROST ACTION

ISSUES IF APPLICABLE.

5. (4) 1 TON SWIFT LIFTS FOR EACH LID FOR PLACEMENT

6. PROVIDE EXTRA LIFTERS FOR PRODUCTION HANDLING AS NEEDED

7. (1) SWIFT LIFT CENTERED IN TOP OF EACH REMOVABLE HATCHHEADSTONE

CONTAINMENT BOX

COVER/CAP

4" MAX. THICKNESS

ABOVE BOX RIM)

FRAMING BELOW

(SEE SPEC.)

SIDE VIEW

END VIEW

5" 2"

2" 7'-10"

5"3'-61

2" TYP.

1' -5

" T Y

4" 1'-5" CLR

1'-6"

1'-9"

1' -4

1'-2"

1'-4" 2"

BLACK NUMBERS (FACING

THE FRONT OF THE BURIAL

SECTION) ON OUTSIDE OF

CRYPT, LIDS AND THE INSIDE

CRYPT WALL OR BOTTOM

(WHERE VISIBLE WHEN

HATCH IS OPEN);

CONTRACTOR SHALL PAINT

ALL SETS OF THE NUMBERS

ON THE CRYPT AFTER IT IS

SET, INSPECTED AND

APPROVED BY THE RE/COR;

NUMBERS MAY BE HAND

WRITTEN IF DEEMED LEGIBLE

BY RE/COR, OTHERWISE

NUMBERS MUST BE

STENCILED (SEE

SPECIFICATIONS)

2" MIN. FROM CRYPT

& 1" MIN. FROM

GRID MONUMENT

G R

A V

E S

G R

N E

COMPACTED APPROVED

GENERAL FILL

PRE-CAST CONC.

URN CRYPT

COMPACTED APPROVED

DRAINAGE STONE

APPROVED GEOTEXTILE

FILTER FABRIC

PERIMETER PIPE (HOLES

DOWN) SURROUNDED BY

DRAINAGE STONE &

FILTER FABRIC; PIPE SIZE

& SPACING AS

ENGINEERED & APPROVED

BY VA

9" M

4" PVC RISER, 45°

ELBOWS, & FLUSH

MOUNTED

CLEANOUT PLUG

45° SWEEP

ELBOWS (2)

1'MIN.

COMPACTED APPROVED

DRAINAGE STONE

PERIMETER UNDERDRAIN,

TYP.

CONC. PAD, FLUSH WITH FINISH GRADE;

CAP SHOULD BE DETECTABLE WITH

METAL DETECTOR; PROVIDE GPS

COORDINATE LOCATION. SEE 6/CJ-504

COMPACTED APPROVED

GENERAL FILL

PRE-CAST CONC.

URN CRYPT

A S

R E

Q U

EQ. EQ.

2"Ø MIN.

1" M

SOIL TIGHT

PLASTIC COVER

TO BE SET FLUSH

W/TOP OF

CONCRETE

PRE-PLACED

CRYPT CONC.

LID

DB-52 MB

DOGBONE 1-1.3T

H.D.G. ANCHOR

HEAD MARK 1.3S

LIFTING LUG DETAIL

ANNOTATIVE SCALE: 6"=1'-0"

OPENING IN

CONC. TO BE

SLIGHTLY

LARGER THAN

O.D. OF PLASTIC)

FILL BOWL

W/ PEA GRAVEL

6" DEPTH APPROVED

TOPSOIL

6" DEPTH APPROVED

TOPSOIL

1' M

APPROVED SAND ABOVE

CRYPT, 2" DEPTH

APPROVED SAND ABOVE

CRYPT, 2" DEPTH

APPROVED SAND ABOVE CRYPT, 2" DEPTH

NOTE:

CONTRACTOR TO

COORDINATE CLEANOUT

LOCATION W/GRADING,

STORMWATER &

DRAINAGE PLANS

1' -8

-1 0"

3' -6

1 4"

FILTER FABRIC LINING,

TURN UP 4" ON SIDES, TYP.

HEADSTONE CONTAINMENT

WEEPHOLE

CONTAINMENT BOX

CAP

LID (REMOVEABLE TOP OF URN CRYPT WITH

REMOVABLE HATCH & CAST HEADSTONE

CONTAINMENT BOX)

REMOVABLE HATCH

MIN. DEPTH SHALL

BE 48"

4"Ø WEEP HOLE (1

PER PLOT); SHOW

ON SHOP DWGS.

℄ R E

M O

V A

H A

2-#4 BARS

CONTINUOUS

3" MIN. COVER

PRESSURE TREATED

WOOD AND PLYWOOD

WITH S.S. SCREWS

NOTE:

CONTRACTOR TO

COORDINATE CLEANOUT

LOCATION W/GRADING,

STORMWATER &

DRAINAGE PLANS

NOTE:

CONTRACTOR TO

COORDINATE CLEANOUT

LOCATION W/GRADING,

STORMWATER &

DRAINAGE PLANS

7'-10" 2"

N T O

F S E

TIO

COMPACTED, APPROVED

GENERAL FILL, (SEE SPEC.)

REFER TO SPECIFICATIONS REGARDING

ALLOWABLE TOLERANCES DURING

CRYPT PLACEMENT

CENTERED (IN BOTH DIRECTIONS)

BETWEEN GRIDLINES (MEASURED AT

TOP OF CRYPT)

(SEE GRADING PLAN

FOR SLOPE)

10" MAX

6" MIN

2' -0

-1 0"

M A

1' -6

" M

2" (TYP.)

CORRUGATED HDPE PERFORATED PIPE

(HOLES DOWN) SURROUNDED BY DRAINAGE

STONE & FILTER FABRIC.

SLOPE OF SUBGRADE &

DRAINAGE STONE TO

REFLECT SLOPE OF

FINISHED GRADE

AREA BETWEEN CRYPTS SHALL BE FILLED

AND COMPACTED W/APPROVED 3/8" STONE

(3/8" MAX. WITH 0% PASSING #10); PROVIDE

SUBMITTAL FOR APPROVAL (NO SAND

ALLOWED)

G R

A V

E S

G R

N E

, T Y

HEADSTONE INSTALLED BY

NCA AT TIME OF INURNMENT

(FOR REF. ONLY)

6" DEPTH

APPROVED TOPSOIL

APPROVED SAND ABOVE

CRYPT, 2" DEPTH

PRE-CAST CONCRETE

URN CRYPT (4 PLOTS);

OUTSIDE DIMENSIONS:

7'-10"L X 7'-10"W

COMPACTED DRAINAGE FILL

PER SPEC. (1-1/2" MINUS)

FILTER FABRIC BETWEEN

SUBGRADE AND DRAINAGE

STONE, (SEE SPEC.)

PROVIDE FREE DRAINING GRAVEL BASE WITHIN CONTAINMENT BOX AT

THE TIME OF INURNMENT SUCH THAT A STRING LINE TAKEN ALONG THE

TOP OF THE HEADSTONES IS PARALLEL WITH THE FINISHED GRADE.

(FOR REF. ONLY)

SUBBASE OF CRYPT

SLOPE = 0% BOTH DIRECTIONS

PROOF ROLLED AND

COMPACTED SUBGRADE OR

BEDGRADE

HEADSTONE

DIRECTION

8" IRRIGATION CONTROL

BOX (ROUND) WITH COVER

FINISHED

GRADE

18"x18"x6" CONCRETE

COLLAR AT GRADE4" PVC

RISERRAISED HEAD

SCREW PLUG CAP

8' T

Y P

SUBGRADE SLOPE

TO MATCH FINISHED GRADE

T Y

31 2"

3'-71

2" TYP. 1'-2"

1'-4"10"

6½"

4"1' -4

7'-10"

NOTES:

1. URN VAULT SECTIONS (4 VAULTS PER SECTION) SHALL BE CENTERED WITHIN

4 PLOTS AS INDICATED

2. HEADSTONE CONTAINMENT STRUCTURE TO BE MONOLITHICALLY POURED

WITH URN VAULT LID

3. HEADSTONE CONTAINMENT STRUCTURE TO HAVE A REMOVABLE CAP OR

PLUG TO PREVENT ANY BACKFILL FROM ENTERING THE CAVITY DURING

BACKFILL AND COVERING

4. WITH EXCEPTION OF DIMENSIONS AS DETAILED, URN VAULTS ARE TO ADHERE

TO ALL REQUIREMENTS TO INCLUDE CONCRETE PLANT CERTIFICATIONS,

SUBMITTALS WITH VAULT STRUCTURAL CALCULATIONS, ON SITE LOAD

TESTING; AND ALL OTHER REQUIREMENTS AS SPECIFIED IN SECTION 03 48 22

PRECAST CONCRETE URN VAULTS. STRUCTURAL CALCS & REINFORCING

SHALL BE ADEQUATE FOR ALL APPLICABLE LOADS INCLUDING FROST ACTION

ISSUES IF APPLICABLE.

5. (4) 1 TON SWIFT LIFTS FOR EACH LID FOR PLACEMENT

6. PROVIDE EXTRA LIFTERS FOR PRODUCTION HANDLING AS NEEDED

7. (1) SWIFT LIFT CENTERED IN TOP OF EACH REMOVABLE HATCHHEADSTONE

CONTAINMENT BOX

COVER/CAP

(34" MAX. THICKNESS

ABOVE BOX RIM)

FRAMING BELOW

(SEE SPEC.)

SIDE VIEW

END VIEW

5" 2"

2" 7'-10"

5"3'-61

2" TYP.

1' -5

" T Y

4" 1'-5" CLR

1'-6"

1'-9"

1' -4

1'-2"

1'-4" 2"

G R

A V

E S

G R

N E

FILTER FABRIC LINING,

TURN UP 4" ON SIDES, TYP.

HEADSTONE CONTAINMENT

WEEPHOLE

CONTAINMENT BOX

CAP

LID (REMOVEABLE TOP OF URN CRYPT WITH

REMOVABLE HATCH & CAST HEADSTONE

CONTAINMENT BOX)

REMOVABLE HATCH

4"Ø WEEP HOLE (1

PER PLOT); SHOW

ON SHOP DWGS.

℄ R E

M O

V A

H A

PRESSURE TREATED

WOOD AND PLYWOOD

WITH S.S. SCREWS

7'-10" 2"

T Y

EQ. EQ.

2"Ø MIN.

1" M

SOIL TIGHT

PLASTIC COVER

TO BE SET FLUSH

W/TOP OF

CONCRETE

PRE-PLACED

CRYPT CONC.

LID

DB-52 MB

DOGBONE 1-1.3T

H.D.G. ANCHOR

HEAD MARK 1.3S

LIFTING LUG DETAIL

ANNOTATIVE SCALE: 6"=1'-0"

OPENING IN

CONC. TO BE

SLIGHTLY

LARGER THAN

O.D. OF PLASTIC)

FILL BOWL

W/ PEA GRAVEL

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

URN-CRYPT INSTALLATION

NOT TO SCALE 5

URN CRYPT 4' PLOTS

NOT TO SCALE

URN-CRYPT PERIMETER UNDERDRAIN

NOT TO SCALE 3

URN-CRYPT UNDERDRAIN CLEANOUT

NOT TO SCALE 4

LIFTING LUG DETAIL

NOT TO SCALE

CIVIL DETAILS 4

MAEIJW 26

CJ-504

CLEANOUT ENLARGEMENT

NOT TO SCALE

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

CIVIL DETAILS 5

MAEIJW

CJ-505

10'-0" MAXIMUM10'-0" MAXIMUM

3' -6

" M

12" MIN. DIA.

CONCRETE BASE ONLY ON

LINE POSTS TO BE EQUALLY SPACED

CORNER, END, OR PULL POST

BRACE RAIL

CLIPS (TYP.)

LINE POST

(9 GAGE, 2" MESH)

BOTTOM OF FABRIC

LINE POST

TENSION WIRE

GRADE

HOG RINGS (TYP.)

CHAIN-LINK FABRIC

TRUSS ROD

(3/8" MIN. DIA.)

TIE WIRES OR 6

E T

TENSION WIRE

FABRIC SHALL HAVE UPWARD TWIST

CORNERS & GATE POSTS

NOTE:

PROVIDE GREEN VISUAL SCREEN. SCREEN TO BE WIND PERMEABLE FABRIC, SECURED WITH SUFFICIENT NON-MARKING FASTENERS TO

REMAIN SOUNDLY IN PLACE.

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT

WASHERS]

2 EACH DUMP

STRAPS

DUMP STRAP

SILT SACK

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

CIVIL DETAILS 6

MAEIJW

CJ-506

NOTE:

FIELD LEVEL DOME

COVERAGE = 41 POINTS

PER SQUARE INCH

INTERNAL EMBEDMENT FLANGE @

3" C/C (SEE PLAN FOR

ORIENTATION)

90° POINTS

0.045" HIGH

INTERNAL EMBEDMENT FLANGE

@ 3" C/C (SEE PLAN FOR

ORIENTATION)

0.625"Ø HOLE THROUGH EMBEDMENT

FLANGES (3 PER FLANGE) AS SHOWN ON

REFLECTED PLAN

0.625" Ø HOLE

THROUGH

EMBEDMENT FLANGES

(3 PER FLANGE)

INTERNAL

EMBEDMENT

FLANGE 7 PER

TILE

0.1875"Øx0.0625" DEEP

DOME UNDERSIDE OF

TILE

SECTION

B-B

SECTION

A-A

DETAILPLAN - TILE REFLECTED

PLAN - TILE

3.125"3"

0.1875"

3.125"

0.1875"

0.20" 0.20" 0.45" 0.45"

1.26" 1.67" 1.67"

24.625"

TILE FILLED WITH

STRUCTURAL POLYMER

CONCRETE

0.625" Ø HOLE

EMBEDMENT FLANGES AS

SHOWN IN PLAN

0.3

90° POINTS

0.045" HIGH0.20" 0.20" 0.45" 0.45"

1.26" 1.67" 1.67"

24.625"

0.3

0.1875"

2.3 5"

0.40"

1.26"

1.67"

"0.0625"

B B

1.26"1.26" 14 DOMES @ 1.67"

24.625"

O M

E S

.6 7"

SEE

DETAIL

RIGHT

1.26"3.125" 7 FLANGES

@ 3"

24.625"

5" 1.

0.625"1.238"

DETECTABLE WARNING NOTES:

· THE DETECTABLE WARNING STRIP

MUST COVER THE ENTIRE WIDTH OF

THE RAMP OPENING, EXCLUDING THE

WINGS.

· ALL DOMES MUST BE ALIGNED IN THE

DIRECTION OF TRAVEL.

· ONE CORNER OF THE LEADING EDGE

OF THE DETECTABLE WARNING MAY BE

MORE THAN 5 FEET FROM THE BACK OF

THE CURB.

· WHEN LOCATED ALONG A CURB

RETURN, THE LEADING EDGE OF THE

DETECTABLE WARNING MAY BE

DEFINED BY THE CHORD DRAWN

BETWEEN THE LEADING EDGES OF THE

RAMP OPENING.

· TRUNCATED DOME WARNING STRIPS

TO BE BURNT RED OR DARK ORANGE IN

COLOR.

3' -0

A R

GENERAL CONTRACTOR

WITHOUT A LOST TIME ACCIDENT

0 0 0 DAYSHAS WORKED

THIS PROJECT

ON SAFETY

ZERO

Department of Veterans Affairs

3' -0

4'-0"

3/ 4"

BLUE

BLUE OUTLINE

WITH WHITE

INTERIOR

JOINT

BRACING

4"X4" POST

FIN. GRADE

BRACING SEE

CONSTRUCTION

SIGN DETAIL

THIS SHEET

RED

WHITE

BLUE

WOOD STRIPS

TEMPORARY CONSTRUCTION

SIGNS TO BE FIELD LOCATED.

VERIFY LOCATION WITH RE.

" 5"

9" M

A X

1' -0

5" 5"

" M

A X

4' -0

3' -0

-0

5" 5"

CENTER TO

BE WHITE

SURROUNDING

BORDER TO BLUE

BACKGROUND TO

BE PAINTED WHITE

BORDER MEMBER

PAINTED BLACK

PAINT BORDER

MEMBER BLACK

ENAMEL

OPTIMA BOLD STYLE

5" HIGH LETTERING

2"X4" FRAME

AND BRACES IN

SAME PLANE

METAL FACE

WHITE ENAMEL

2"X4" FRAME AND

BRACE IN BACK

METAL FACE

STRETCH METAL

FACE TIGHT, TURN

OVER FRAME AND

SECURE WITH FLAT

HEAD DEFORMED

NAILS.

LETTERING TO BE

OPTIMA BOLD STYLE 1

1/2" HIGH TO BE

CENTERED HORIZONTAL

4"X4" POSTS

PAINTED WHITE

NOTES:

1. ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS TO BE HORIZONTAL AND

OCCUR BETWEEN LINES OF LETTERING.

2. ALL LETTERING TO BE PAINTED BLACK WITH EXCEPTION OF PROJECT TITLE

WHICH IS TO BE BLUE

8'-0"

TEMPORARY CONSTRUCTION

SIGNS TO BE FIELD LOCATED.

VERIFY LOCATION WITH RE.

C OF

RAMP

(2) Counterslope shall not exceed 1:20.

(1) Slope = y/x, where x is a level plane.

NOTE:

WALK

SLOPE

RUNNING

1:20 MAX.

FLARED SIDE

STREET

1:20 MAX.

COUNTERSLOPE

CURB RAMP

1:12 MAX.

RUNNING SLOPE

CENTER TRUNCATED DOME

(4' WIDE MIN.) PANELS

WITHIN THE WIDTH OF THE

RAMP.

VARIES PER PLANS 0' MIN.

4" (T

Y P

) U N

S N

D O

R W

60' MAX. 60' MAX.

SEE NOTE 7 P

R P

E R

DIMENSIONS

A 0'-8 1/2"

B 1'-2"

C 0'-7"

D 1'-2"

E 0'-10 1/2"

F 0'-11"

G 0'-11 1/2"

H* 0'-7"

I 1'-1"

J 0'-8"

MAINTENANCE ROAD DRIVE

R G

D D

MATCH TO

EXISTING

SOD EDGE

TRENCH EDGE AROUND

NATIVE GRASSES; BACKFILL

WITH MULCH. SQUARE OR 'V'

TRENCH ACCEPTABLE.

NATIVE GRASSES

AS SPECIFIED

NOTE:

1. REFER TO PLANTING PLANS FOR

LOCATIONS OF NATIVE GRASSES,

TURF, AND TRENCHED EDGING

FESCUE TURF

NATIVE TURF 8"

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

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

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

ESSIONAL CIVIL ENGINEERROGER A.

ANDERSON

E-12104

KEY PLAN

SCALE:1

SEEDING PLAN

1"=40' 0 40' 80'

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

GRADING LIMITS

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

NATIVE GRASS SEED MIX

FESCUE SOD (NON-NATIVE

TURF)

TRENCH EDGE BETWEEN

FESCUE SOD/NATIVE TURF

AND NATIVE PRAIRIE

GRASSES

SEEDING PLAN

JAFCHC 29

L-101

SCALE:2

TRENCH EDGE (TURF/PRAIRIE SEPARATION)

N.T.S.

I N

D R

I V

ATCH T

EXIS

TIN

SOD E

DGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

BID

DOCUMENTS

Office of Design and Construction

U.S. Department of Veterans Affairs

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

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

I-1.1

IRRIGATION PLAN

ECD ECD

KEY PLAN

AutoCAD SHX Text 8"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text

WELL PUMP AND TEMP. CONTROLLERS FOR PHASE 1 IRRIGATION

AutoCAD SHX Text 4"

AutoCAD SHX Text

6" REFILL

AutoCAD SHX Text

6" REFILL

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text

6" REFILL

AutoCAD SHX Text 4"

AutoCAD SHX Text

CEN

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text 1.5"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1.5"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 2"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

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2" TAP TO FLOWER POT FILLING STATION

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FWS

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FWS

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6" REFILL

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WIRE SPLICE

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WIRE SPLICE

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2" TAP TO FLOWER POT FILLING STATION

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2" TAP TO FLOWER POT FILLING STATION

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2" TAP TO FLOWER POT FILLING STATION

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2" TAP TO FLOWER POT FILLING STATION

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2" TAP TO FUTURE FLOWER POT FILLING STATION

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TIE INTO MAIN LINE LOOP

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3" IRRIGATION MAIN TO BE CAPPED

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TIE INTO MAIN LINE LOOP

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TIE INTO EXISTING LATERAL ZONE

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TIE INTO EXISTING LATERAL ZONE

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TIE INTO EXISTING SUB MAINLINE

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TIE INTO 6" REFILL LINE

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REFILL LINE TO DISCHARGE OVER RIP-RAP

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PUMP STATION

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STUB FOR FUTURE EXPANSION

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AutoCAD SHX Text MAIN LINE IS TO BE LOCATED 6'-0" FROM CURB EDGE. TYPICAL LATERAL LINES TO BE LOCATED 1'-0" FROM CURB EDGE. TYPICAL

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2" TAP TO FUTURE FLOWER POT FILLING STATION

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VALVE ON 6" REFILL MAIN TO BE CLOSED WHEN IRRIGATION PUMP STATION IS UTILIZED

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6" REFILL

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TIE INTO FLOWER MAIN LINE LOOP

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TIE INTO EXISTING MAIN

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TIE INTO EXISTING SUB MAINLINE

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6" REFILL

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6" REFILL

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6" REFILL

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COORDINATE LOCATION AND 120 V.A.C. POWER

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FWS

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2" TAP TO FUTURE FLOWER POT FILLING STATION

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1. ALL 120 V.A.C. POWER SPLICES AT FIELD SATELLITES. BY LICENSED ELECTRICIAN. AS PER CODE. 2. ALL POWER WIRE TAPS AND CONNECTIONS SHALL CONFORM TO WITH LOCAL AND STATE CODES AND PERFORMED BY LICENSED ELECTRICIAN. 3. 24" LOOP OF WIRE LOCATED BELOW EACH HEAD AND ELECTRIC VALVE. 4. ALL 24 V.A.C. SECONDARY WIRING SHALL BE (RED) #14 HOT AND (WHITE) #12 COMMON FOR BURIAL APPLICATIONS. (ONE HOT WIRE PER VALVE) SEE SPECIFICATIONS. 5. ALL WIRE SHALL HAVE ENOUGH SLACK AS TO ACCOMMODATE FOR EXPANSION AND/OR CONTRACTION. 6. ALL WIRE TO BE UL APPROVED FOR DIRECT BURIAL. 7. ALL 120 V.A.C. PRIMARY, AND 24 V.A.C. SECONDARY POWER TO BE INSTALLED AS PER STATE AND LOCAL CODES. SIZED AS PER PLAN WITH GROUND WIRE; MEETING N.E.C. REQUIREMENTS.

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1. ALL VALVES SHALL HAVE SINGLE #14 HOT WIRE RUNNING BACK TO RESPECTIVE SATELLITE. NO #12 COMMON WIRES SHALL BE MIXED WITH OTHER SATELLITES. CONTRACTOR SHALL SUPPLY IRRIGATION DESIGN CONSULTANT WITH AS-STAKED DRAWINGS AND ILLUSTRATE ALL 120 V.A.C. AND 24 V.A.C. WIRE ROUTING AS INSTALLED.

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1. ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEET MANUFACTURER'S REQUIREMENTS. 2. FLOW RATES THROUGH PVC PIPING NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 3. PIPING AS SHOWN IS DIAGRAMMATIC IN NATURE. ALL PIPING TO BE LOCATED WITHIN OWNER'S PROPERTY LINES. 4. CONTRACTOR IS RESPONSIBLE FOR PROPER OPERATION OF IRRIGATION SYSTEM. SYSTEM SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATIONS AND SHALL WATER ALL LANDSCAPED AREAS NOTED. IRRIGATION PLAN IS INTENDED TO INCLUDE EVERYTHING NECESSARY TO THE PROPER OPERATION OF SAID IRRIGATION SYSTEM. IF ADJUSTMENTS ARE REQUIRED, CONTRACTOR SHALL MAKE ADJUSTMENTS FOR SAME. 5. IRRIGATION SPECIFICATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION PLANS. ANY DISCREPANCIES BETWEEN THESE TWO DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE BEFORE BID DUE DATE. 6. IT IS THE INTENT TO KEEP IRRIGATION WATER OFF OF ALL BUILDINGS, SIDEWALKS, SIGNS AND PARKING AREAS. IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FIELD TUNE EACH SPRINKLER AS TO KEEPING IRRIGATION ADJUSTED TO LANDSCAPED AREAS ONLY. IT WILL ALSO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO SUPPLY THE OWNER WITH AN OPERATING SCHEDULE THAT WORKS WITH EXISTING PLANS AND ANY FIELD ADJUSTMENTS. 7. IT IS THE INTENT OF THE IRRIGATION DESIGN TO ACHIEVE HEAD TO HEAD COVERAGE IN ALL LANDSCAPED AREAS AND TO MATCH SOIL AND PLANT MATERIAL WATERING NEEDS. IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ADJUST FOR SAME. 8. IRRIGATION CONTRACTOR TO LOCATE VALVE BOXES AWAY FROM ROAD/CURB AND AWAY FROM GRAVE SITES SO THEY ARE LESS VISUAL WHERE APPLICABLE. 9. IRRIGATION CONTRACTOR SHALL PROVIDE OWNERS REPRESENTATIVE WITH ALL SHOP DRAWINGS AND SUBMITTALS OF PROPOSED IRRIGATION SYSTEM BEFORE INSTALLATION.BEFORE INSTALLATION. INSTALLATION.

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1. ALL PIPING FITTINGS SHALL BE OF HDPE E.F. OR F.M. RATED TYPE ON MAIN LINE. 2. ALL SUB MAIN LINE PIPING FITTINGS SHALL BE JOINT RESTRAINED AT ALL CHANGES OF ALL CHANGES OF CHANGES OF DIRECTION - SEE DETAIL 1/I-3.2 AND JOINT 1/I-3.2 AND JOINT AND JOINT RESTRAINT NOTES.

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%%UDESIGN NOTES

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%%UELECTRICAL NOTES:

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%%UPLUMBING NOTES:

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%%UPROGRAM NOTES:

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AutoCAD SHX Text 120'

AutoCAD SHX Text 240'

AutoCAD SHX Text I-2.1

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File details come from the government source that posted it.