36C10F20R0017-031.pdf

CRYPT NOTES:

1. THE CONTRACTOR SHALL UNLOAD THE CRYPTS TO A DESIGNATED STORAGE AREA, IN

COORDINATION WITH THE RE. THE CONTRACTOR SHALL INSTALL THE CRYPTS IN

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

2. PRIOR TO COMMENCEMENT OF INSTALLATION WORK CONTRACTOR AND THE RE TO

INSPECT/CERTIFY THAT THE CRYPTS ARE UNDAMAGED IN THE STORAGE AREA, AND THAT ANY

DAMAGE TO THE CRYPTS DURING INSTALLATION IS THE RESPONSIBILITY OF THE

CONTRACTOR.

3. CRYPT SUPPLIER SHALL SUBMIT SEALED ENGINEERING CALCULATIONS AND DRAWINGS FOR

THE DESIGN OF THE BURIAL CRYPTS. THE ENGINEER SHALL BE A QUALIFIED STRUCTURAL

ENGINEER, LICENSED IN THE STATE OF FLORIDA. THE SEALED STRUCTURAL DESIGN

CALCULATIONS AND DRAWINGS OF THE BURIAL CRYPTS SHALL BE SUBMITTED TO THE RE FOR

REVIEW PRIOR TO FABRICATION.

4. DRAWINGS ON THIS SHEET ARE REPRESENTATIVE OF A POSSIBLE CRYPT DESIGN AND ITS

DIMENSIONS. THE FINAL DESIGN SHALL MAINTAIN THE FOLLOWING MINIMAL INTERIOR

DIMENSIONS:

STANDARD INTERIOR: WIDTH 30" MIN. LENGTH 86" MIN.

OVERSIZED INTERIOR: WIDTH 42" MIN. LENGTH 92" MIN.

VERTICAL CLEARANCE 25-1/2" (TOP OF LOWER CASKET REST TO BOTTOM OF SHELF AND TOP

OF CASKET REST ON SHELF TO BOTTOM OF LID). CONTRACTOR SHALL SUBMIT ALL

DIMENSIONS FOR APPROVAL.

5. EXCEPT FOR THE MINIMAL INTERIOR AND GRIDLINE DIMENSIONS, OTHER DIMENSIONS ARE

FOR GENERAL SIZING PURPOSES ONLY. ACTUAL CRYPT DESIGN IS BY OTHERS.

6. PERIMETER AND INTERIOR CRYPTS, TO BE DESIGNED TO SUPPORT LOAD TESTS AS SPECIFIED.

7. IT IS CRITICAL THAT THE CONTRACTOR MAINTAIN COVERAGE OVER THE FINISHED CRYPTS AT

20" MIN. TO 22" MAX. (4" TOPSOIL, 16-18" BACKFILL) NO VARIATIONS OUTSIDE OF THESE

TOLERANCES WILL BE PERMITTED. THE CONTRACTOR SHALL ALSO DEPTH PROBE 100/SECTION

RANDOM SPOT LOCATIONS IN THE PRESENCE OF THE RE TO FIELD VERIFY COMPLIANCE

AFTER FINE GRADING HAS BEEN COMPLETED PRIOR TO TURF INSTALLATION. MAINTAINING

DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL PROVIDE THE

MEANS AND METHODS AS APPROVED BY THE RE TO VERIFY DEPTH OF COVER; INACCURACIES

IN DEPTH SHALL BE REMEDIED TO THE SATISFACTION OF THE RE PRIOR TO ACCEPTANCE OF

CRYPT INSTALLATION.

8. LAYOUT OF CRYPTS SHALL BE BASED ON COORDINATE POINTS ON CORNERS. PLACE

MONUMENTS AFTER THE PLACEMENT OF ALL CRYPTS TO ENSURE ACCURATE MONUMENT

PLACEMENT, HAND-EXCAVATE SUFFICIENT MATERIAL TO EXPOSE 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.

10. PROVIDE STANDARD LIFTING DEVICE FOR CRYPT LID AND INNER SHELF REMOVAL.

CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.

11. SUBBASE OF CRYPT & SUBGRADE CROSS PITCH SHALL BE PARALLEL WITH FINISH GRADE IN

ALL SECTIONS.

12. CRYPT DESIGN SHALL BE SINGLE OR QUAD UNITS.

LIFTING ANCHOR W/ BLACK

PLASTIC CAP TO COVER BOWL

(TYP.)

LIFTING ANCHOR W/ BLACK

PLASTIC CAP TO COVER BOWL

(TYP.)

REBAR

ABS SHELF

ABS

RUSTPROOF PIPE OR PVC

STRUCTURAL MEMBER

C

L

(TYP.)

NOT TO SCALE

18"

5 EQ. SPACES

7'-8"

3'-0"

86"

4" DIA. TAPERED

WEEP HOLES TYP.

A

A

SECTION A-A

SECTION B-B

B

B

GRIDLINE

GRIDLINE

LIFTING LUG W/ BLACK PLASTIC

CAP TO COVER BOWL (TYP.)

CASKET RISERS

REQUIRED ON BOTTOM

OF CRYPTS,

MANUFACTURER TO

SHOW IN SHOP

DRAWINGS

T

Y P

15" (TYP)

2 1/2" DIA.

BLACK PLASTIC COVER

PRE-PLACED

CRYPT CONC.

LID

GALV. STEEL

ANCHOR PIN,

MIN. CAPACITY

.98 TON EA.

EQ EQ

LIFTING LUG DETAIL

NOT TO SCALE

END VIEW

PREPLACED CRYPT CONSTRUCTION

NOT TO SCALE

END VIEW

NOT TO SCALE

CRYPT LID - PLAN VIEW

NOT TO SCALE

ALL TOP EDGES OF CRYPT LIDS TO BE

CHAMFERED OR RADIUSED, NO SQUARED EDGES,

MANUFACTURER TO SHOW IN SHOP DRAWINGS

CRYPT LID

NOT TO SCALE

SECTION AT LIFTING ANCHOR

INSIDE SHELF

RUSTPROOF PIPE OR PVC

STRUCTURAL MEMBER

3'-0"

SECTION A-A

B

B

GRIDLINE

PERIMETER CRYPT

INTERIOR CRYPT

10'-0" GRIDLINE

B

A

A

SECTION A-A

CASKET RISERS

REQUIRED ON BOTTOM

OF CRYPTS,

MANUFACTURER TO

SHOW IN SHOP

DRAWINGS

SECTION A-A

NOT TO SCALE

4'-0" GRIDLINE

PERIMETER CRYPT OVERSIZED

INTERIOR CRYPT OVERSIZED

92"

SECTION B-B

B

B

PREPLACED CRYPT CONSTRUCTION

OVERSIZE

PREPLACED CRYPT

ABS SHELF

C

L

(TYP.)

NOT TO SCALE

1'-7"

6 EQ. SPACES

PREPLACED CRYPT OVERSIZED

URN CRYPT NOTES:

1. THE CONTRACTOR SHALL UNLOAD THE URN CRYPTS TO A DESIGNATED STORAGE AREA, IN

COORDINATION WITH THE COTR. THE CONTRACTOR SHALL INSTALL THE URN CRYPTS IN

ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

2. PRIOR TO COMMENCEMENT OF INSTALLATION WORK CONTRACTOR AND THE COTR TO

INSPECT/CERTIFY THAT THE URN CRYPTS ARE UNDAMAGED IN THE STORAGE AREA, AND THAT

ANY DAMAGE TO THE URN CRYPTS DURING INSTALLATION IS THE RESPONSIBILITY OF THE

CONTRACTOR.

3. URN CRYPT SUPPLIER SHALL SUBMIT SEALED ENGINEERING CALCULATIONS AND DRAWINGS

FOR THE DESIGN OF THE URN CRYPTS. THE ENGINEER SHALL BE A QUALIFIED STRUCTURAL

ENGINEER, LICENSED IN THE STATE OF FLORIDA. THE SEALED STRUCTURAL DESIGN

CALCULATIONS AND DRAWINGS OF THE URN CRYPTS SHALL BE SUBMITTED TO THE COTR FOR

REVIEW PRIOR TO FABRICATION.

4. DRAWINGS ON SHEET CS511 ARE REPRESENTATIVE OF A POSSIBLE URN CRYPT DESIGN AND

ITS DIMENSIONS EXCEPT THAT THE HEIGHT OF THE URN CRYPT AND ITS HEADSTONE

CONTAINMENT BOX SHALL BE AS SHOWN AND ITS WIDTH SHALL BE AS SHOWN. ALSO, THE

GRIDLINE DIMENSIONS SHALL BE AS SHOWN. CONTRACTOR SHALL SUBMIT ALL DIMENSIONS

FOR APPROVAL.

5. ACTUAL URN CRYPT DESIGN IS BY OTHERS.

6. URN CRYPTS TO BE DESIGNED TO SUPPORT LOAD TESTS AS SPECIFIED.

7. IT IS CRITICAL THAT THE CONTRACTOR MAINTAIN COVERAGE OVER THE FINISHED URN

CRYPTS AT 20" MIN. TO 22" MAX. (4" TOPSOIL, 16-18" BACKFILL), NO VARIATIONS OUTSIDE OF

THESE TOLERANCES WILL BE PERMITTED. THE CONTRACTOR SHALL ALSO DEPTH PROBE

100/SECTION RANDOM SPOT LOCATIONS IN THE PRESENCE OF THE COTR TO FIELD VERIFY

COMPLIANCE AFTER FINE GRADING HAS BEEN COMPLETED PRIOR TO TURF INSTALLATION.

MAINTAINING DEPTH OF COVER OVER ALL URN CRYPT LIDS IS CRITICAL; CONTRACTOR SHALL

PROVIDE THE MEANS AND METHODS AS APPROVED BY THE COTR TO VERIFY DEPTH OF

COVER; INACCURACIES IN DEPTH SHALL BE REMEDIED TO THE SATISFACTION OF THE COTR

PRIOR TO ACCEPTANCE OF URN CRYPT INSTALLATION.

8. URN VAULT SECTIONS (4 VAULTS PER SECTION) SHALL BE CENTERED WITHIN GRID LINES AS

INDICATED ON SHEET CS511.

9. PROVIDE STANDARD LIFTING DEVICE FOR URN CRYPT LID AND HATCH REMOVAL.

CONTRACTOR SHALL ONLY USE THIS DEVICE FOR REMOVING LIDS DURING CONSTRUCTION.

47"

1/2" RECESS ON LID

1 2

42"

1 2

3 4

47"

3"x3" CASKET RISER

97"

20"

8"

26"

PLAN VIEW

47"

1 2

3 4

47"

42"

20"

8"

23"

PLAN VIEW

1 2

30" 30"

3 4

3 4

10'-0" GRIDLINE

97"

4" DIA. TAPERED

WEEP HOLES TYP.

RUSTPROOF PIPE OR PVC

STRUCTURAL MEMBER

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

BID DOCUMENTS

OF

CRYPT DETAILS

JWC KK

CS509

91 145

END VIEW

NOT TO SCALE

CRYPT INSTALLATION - SINGLE PLANE

12"

IRRIGATION PIPE SHALL

BE A MIN. 4" BELOW THE

BOTTOM OF CRYPT LID

TOPSOIL

M I N

M

A X

EQ

EQ

IRRIGATION

AISLE:

BACKFILL

WITH

DRAINAGE

AGG. #67

36"

3'-0" O.C. (PREPLACED CRYPT GRIDLINE)

TOPSOIL

COMPACTED APPROVED GENERAL FILL

(85% STANDARD DENSITY-AASHTO T99),

SEE SPECIFICATIONS

COMPACTED DRAINAGE AGGREGATE #67

(95% STANDARD DENSITY-AASHTO T99)

O

P

L A

N S

S

H O

W N

G R

I D

L I N

E

A

N S

O

W N

G R

I D

L I N

E

M

SUBBASE OF CRYPT &

SUBGRADE ARE TO REFLECT

SIDE VIEW

FINISH GRADE

M

T

O

M

CRYPT CENTERED

IN BOTH DIRECTIONS BETWEEN

GRIDLINES, MEASURED AT TOP

OF CRYPT

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING

CRYPT PLACEMENT

GEOTEXTILE FABRIC

AREA BETWEEN CRYPTS SHALL

BE FILLED AND CONSOLIDATED

PEA GRAVEL; PROVIDE

SUBMITTAL FOR APPROVAL (NO

SAND ALLOWED)

M

M

T

O

M

EQ

7'-8" O.C. (PREPLACED CRYPT GRIDLINE)

EQ

COMPACTED APPROVED

GENERAL FILL (85%

STANDARD DENSITY-

AASHTO T99), SEE

SPECIFICATIONS

6'-0" O.C. (IRRIGATION AISLE)

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC

M

TOPSOIL

COMPACTED APPROVED GENERAL FILL

(85% STANDARD DENSITY-AASHTO T99),

SEE SPECIFICATIONS

COMPACTED DRAINAGE AGGREGATE #67

(95% STANDARD DENSITY-AASHTO T99)

A

N S

O

W N

G R

I D

L I N

E

A

N S

O

W N

G R

I D

L I N

E

SUBBASE OF CRYPT &

SUBGRADE ARE TO REFLECT

SIDE VIEW

FINISH GRADE

M

T

O

M

HEAD OF CRYPT (UPHILL) TO BE

PLACED AT UPHILL EDGE OF GRIDLINE,

MEASURED AT TOP OF CRYPT

REFER TO SPECIFICATIONS

REGARDING ALLOWABLE

TOLERANCES DURING

CRYPT PLACEMENT

GEOTEXTILE FABRIC

PERFORATED PVC UNDERDRAIN

PIPE (HOLES DOWN) REFER TO

CRYPT SUBDRAINAGE PLAN FOR

SIZE, ROUTING AND CONNECTION

TO STORM SYSTEM

12"

NOT TO SCALE

CRYPT OR CRYPT OVERSIZED

PERFORATED PVC PERIMETER PIPE

(HOLES DOWN) REFER TO CRYPT

SUBDRAINAGE PLAN FOR SIZE,

ROUTING AND CONNECTION TO STORM

SYSTEM

18"

MIN.

NOT TO SCALE

COMPACTED DRAINAGE AGGREGATE #67

(95% STANDARD DENSITY-AASHTO T99)

SEE SOIL PROFILE IN DETAIL 1

GEOTEXTILE FABRIC

M

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

CRYPT AND OVERSIZED CRYPT UNDERDRAIN -

SINGLE PLANE

CRYPT AND OVERSIZED CRYPT UNDERDRAIN CLEANOUT -

SINGLE PLANE

M

T

O

M

10'-0" O.C. (PREPLACED CRYPT GRIDLINE)

18"

MIN.

SEE SOIL PROFILE IN DETAIL 1

COMPACTED DRAINAGE AGGREGATE #67

(95% STANDARD DENSITY-AASHTO T99)

GEOTEXTILE FABRIC

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

PERFORATED PVC UNDERDRAIN

GASKETED PVC ELBOW

45° PVC ELBOWS (2)

PVC PIPE REDUCER AS

REQUIRED PER PLAN

GEOTEXTILE FABRIC

6" PVC RISER, 45°

ELBOWS, & FLUSH

MOUNTED

CLEANOUT PLUG

LOCATE CLEAN OUT WHERE INDICATED ON

CRYPT SUBDRAINAGE PLANS

NOT TO SCALE

CRYPT OVERSIZED INSTALLATION - SINGLE PLANE

COMPACTED APPROVED GENERAL FILL

(85% STANDARD DENSITY-AASHTO T99),

SEE SPECIFICATIONS

COMPACTED DRAINAGE AGGREGATE #67

(95% STANDARD DENSITY-AASHTO T99)

GEOTEXTILE FABRIC

END VIEW

12"

IRRIGATION PIPE SHALL

BE A MIN. 4" BELOW THE

BOTTOM OF CRYPT LID

TOPSOIL

M

EQ

IRRIGATION

AISLE:

BACKFILL

WITH

DRAINAGE

AGG. #67

8'-0" O.C. (IRRIGATION AISLE)

4'-0" O.C.

(PREPLACED CRYPT

OVERSIZED GRIDLINE)

(PREPLACED CRYPT

OVERSIZED GRIDLINE)

CRYPT OR CRYPT OVERSIZED

23"

23"

COMPACTED DRAINAGE AGGREGATE

#67 (95% STANDARD

DENSITY-AASHTO T99)

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC

T

R E

N C

H

T

R E

N C

H

GEOTEXTILE FABRIC

FLOWLINE OF CRYPT

UNDERDRAINS

NOTE: OVERSIZED CRYPTS SHALL

NOT BE CENTERED IN GRIDLINES IN

THE LENGTHWISE (10') DIRECTION.

NOTE: OVERSIZED CRYPTS SHALL

BE CENTERED IN GRIDLINES IN THE

WIDTHWISE (4') DIRECTION.

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

BID DOCUMENTS

OF

CRYPT DETAILS

JWC KK

CS510

92 145

16" DIA. ROUND ACCESS

LID OPENING

A

B

PREPLACED URN CRYPT LID

NOT TO SCALE

COMPACTED APPROVED GENERAL FILL

(85% STANDARD DENSITY-AASHTO T99),

SEE SPECIFICATIONS

REBAR

ALL TOP EDGES OF CRYPT LIDS

TO BE CHAMFERED OR

RADIUSED, NO SQUARED

EDGES, MANUFACTURER TO

SHOW IN SHOP DRAWINGS

SECTION B

SECTION A

SECTION A

16"

14"

NOT TO SCALE

TOP VIEW

16" DIA. ROUND ACCESS HATCH

PREPLACED URN CRYPT

NOT TO SCALE

G

R I D

L I N

E

A

B

AA

4" DIA. DRAIN HOLES

SECTION A

PREPLACED URN CRYPT CLEANOUT

NOT TO SCALE

PREPLACED URN CRYPT UNDERDRAIN

NOT TO SCALE

PERFORATED PVC PERIMETER PIPE

(HOLES DOWN) REFER TO CRYPT

SUBDRAINAGE PLAN FOR SIZE,

ROUTING AND CONNECTION TO STORM

SYSTEM

COMPACTED DRAINAGE AGGREGATE #67, 6" LIFTS

(95% STANDARD DENSITY-AASHTO T99)

1'-6"

MIN.

GEOTEXTILE FABRIC

4" TOP SOIL1'-6"

MIN.

8'-0" GRIDLINE

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

17"

8"

7'-10"

7'-10"

3'-10"

HEADSTONE CONTAINMENT BOX

CAST INTEGRALLY WITH LID

REBAR

18"

W I D

T H

A

3/4" TREATED PLYWOOD

HEADSTONE CONTAINMENT BOX COVER

NOT TO SCALE

SECTION A

F

B

X

1-1/2" DRAIN HOLE IN HEADSTONE

CONTAINMENT BOX

M

M A

X

M

T

O

M

M

T

O

M

CS509

LIFTING LUG (1) PER HATCH)

CS511

16" DIA. ROUND ACCESS HATCH

CS509

LIFTING LUG (4 PER LID, 1 PER ACCESS LID)

3" CLEAR

6" HIGH BLACK NUMBERS ON OUTSIDE OF URN

CRYPT LIDS, BTM. SIDE OF ROUND ACCESS

HATCH LID, AND THE INSIDE CRYPT ON THE WALL

& FLOOR WHERE VISIBLE WHEN HATCH IS OPEN.

FILTER FABRIC LINE BTM.

AND TURN UP 3" ON SIDES,

ADHERE WITH WATERPROOF

ADHESIVE

CS511

HEADSTONE CONTAINMENT

BOX COVER

CS511

HEADSTONE CONTAINMENT

BOX COVER

COMPACTED APPROVED GENERAL FILL

(85% STANDARD DENSITY-AASHTO T99),

SEE SPECIFICATIONS

4" TOP SOIL

CS511

HEADSTONE CONTAINMENT

BOX COVER

PERFORATED PVC PERIMETER PIPE

(HOLES DOWN) REFER TO CRYPT

SUBDRAINAGE PLAN FOR SIZE,

ROUTING AND CONNECTION TO STORM

SYSTEM

COMPACTED DRAINAGE AGGREGATE #67, 6" LIFTS

(95% STANDARD DENSITY-AASHTO T99)

GEOTEXTILE FABRIC

3'-7

4"

3'-7

7'-10"

17"

3'-7

4"

3'-7

SECTION B

B B

NOTE: HEADSTONE CONTAINMENT BOX TO HAVE AN

EASILY REMOVABLE CAP OR PLUG TO PREVENT ANY

BACKFILL FROM ENTERING THE CAVITY DURING

BACKFILL AND COVERING

1-1/2" DRAIN HOLE IN HEADSTONE

CONTAINMENT BOX

46"

1 2

TYP. EDGE DETAIL

2"

5"

PREPLACED URN CRYPT WITH LID

NOT TO SCALE

SECTION A

7'-10"

3"

2"

4"

BOTTOM VIEW

Ø

Ø

6" HIGH BLACK NUMBERS ON BTM.

SIDE OF HATCH LID

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC

21"

2"x6" TREATED WOOD

10"

SECTION B

2"x6" TREATED WOOD

B

(3) 1-3/4" GALV. DECK SCREWS

2'-9

3 8

257 258

289 290

6" HIGH BLACK NUMBERS ON BTM.

& WALL OF URN CRYPT SO IT IS

VISIBLE WHEN THE HATCH LID IS

REMOVED.

42"

FLOWLINE OF URN

CRYPT UNDERDRAINS

NOTE: URN CRYPTS SHALL BE

CENTERED IN GRIDLINES.

NOT TO SCALE

PREPLACED URN CRYPT UNDERDRAIN

FLOWLINE OF URN

CRYPT UNDERDRAINS

M

M A

X

M

T

O

M

COMPACTED DRAINAGE AGGREGATE #67, 6" LIFTS

(95% STANDARD DENSITY-AASHTO T99)

GEOTEXTILE FABRIC

COMPACTED APPROVED GENERAL FILL

(85% STANDARD DENSITY-AASHTO T99),

SEE SPECIFICATIONS

4" TOP SOIL

CS511

HEADSTONE CONTAINMENT

BOX COVER

GEOTEXTILE FABRIC

8'-0" O.C. (IRRIGATION AISLE)

4'-0"

1 2

1 2

" 6

8'-0" GRID LINE 8'-0" GRID LINE

EQ

M

M A

X

M

T

O

M

4" TOP SOIL

CS511

HEADSTONE CONTAINMENT

BOX COVER

COMPACTED DRAINAGE AGGREGATE #67,

6" LIFTS (95% STANDARD DENSITY-AASHTO T99)

GEOTEXTILE FABRIC

AREA BETWEEN CRYPTS SHALL

BE FILLED AND CONSOLIDATED

PEA GRAVEL; PROVIDE

SUBMITTAL FOR APPROVAL (NO

SAND ALLOWED)

COMPACTED APPROVED GENERAL FILL

(85% STANDARD DENSITY-AASHTO T99),

SEE SPECIFICATIONS

SLOPE OF SURFACE

STEP

2" MAX.

URN CRYPTS SHALL BE INSTALLED LEVEL.

STEP SHALL BE ADDED BETWEEN CRYPTS TO

CONFORM TO MIN/MAX COVER.

NOT TO SCALE

PREPLACED URN CRYPT (STEPPED)

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

6" COMPACTED SUBGRADE

(95% STANDARD DENSITY-AASHTO T99)

Surveying & Hydraulics:

Fabre Engineering & Surveying

Frank Fabre

(850) 433-6438

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of

Construction and Facilities

Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

MIMS, FLORIDA

934CM2003

CAPE CANAVERAL

NATIONAL CEMETERY

Calibre

9090 South Ridgeline Boulevard, Suite 105

Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com

Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

Cemetery Expertise:

MKEC Engineering

Ken Kallenbach

(316) 684-9600

Irrigation:

Aqua Engineering

Bob Beccard

(970) 372-6104

Commissioning:

CTS, LLC

Kris Linster

(904) 588-3057

Cost Estimating:

MOCA Cost Engineering

Todd Waddle

(850) 389-8131

Geotechnical Engineering:

Terracon Consultants

Jay Casper

(720) 545-5807

PHASE TWO DEVELOPMENT

Landscape Architect:

Foster Conant

Matt Allen

(407) 648-2225

MEP:

Spur Design

Ben Noe

(913) 369-7264

10-25-2019

BID DOCUMENTS

OF

CRYPT DETAILS

JWC KK

CS511

93 145