Addendum Four .pdf

PDF 2 MB Posted Jul 19, 2023

Attached to: RFB-274-23 KVCW Lawn Crypt Expansion Hopkinsville
Solicitation number: RFB 785 2300000758 5
Issued by: Clark County, Kentucky

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Written by GovTribe AI · Mar 12, 2026

This is Addendum Four to Request for Bid (RFB) No. RFB-274-23 issued by the Commonwealth of Kentucky Department for Facilities and Support Services, Division of Engineering and Contract Administration for a Cemetery Expansion–Lawn Crypt project at Kentucky Veterans Cemetery West in Hopkinsville, Kentucky. The project involves the construction of a lawn crypt expansion designed to accommodate 3,980 total burials using double-depth crypts measuring 3 feet by 8 feet. The addendum was issued on July 19, 2023, and serves to clarify specifications and incorporate design documents into the contract plans. Key clarifications include requirements for out-of-state contractors to register with the Kentucky Secretary of State and submit registration documentation, confirmation that excavation spoil disposition is shown on Sheet C7.0, subsurface information on Sheet SS1.0, and specifications for disturbed area sodding per note 19 on Sheet C2.0. The addendum incorporates three exhibits: Exhibit A (Interment Plan as Sheet C1.1), Exhibit B (Erosion Control Details as Sheet C2.1), and Exhibit C (Crypt Details as Sheet C5.1) with specific dimensional and installation requirements.

The project carries no tax-exempt status, making all applicable Kentucky and federal sales taxes the contractor's responsibility. Contractors must submit a Disbarment Form with their bid proposal at the required bid date and time. The crypt specifications require reinforced concrete design per ACI 318-95 with a minimum cylinder compressive strength of 5,000 PSI at 28 days. Critical installation requirements include maintaining proper depth of cover over all crypt lids, topsoil depth of six inches in crypt fields, pea gravel backfill approved by the National Cemetery Administration (NCA) site inspector, and crypt lid dimensions of three inches (tapered from 3.5 inches) with a total crypt height of five feet and overall height from stone to topsoil of 7 feet 1 inch to 7 feet 2 inches maximum. All excavation, embankment, and fill specifications are contained in Specification Section 312000 (Earth Moving), and the contractor must provide shop drawings for all manufactured and precast structures.

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Other files

File	Type	Posted
Final_RFB_785_2300000758_2_SO_FORM.PDF	PDF	Jul 19, 2023
Final_RFB_785_2300000758_3_SO_FORM.PDF	PDF	Jul 19, 2023
Final_RFB_785_2300000758_5_SO_FORM.PDF	PDF	Jul 19, 2023
Addendum Two.pdf	PDF	Jul 19, 2023
Final_RFB_785_2300000758_4_SO_FORM.PDF	PDF	Jul 19, 2023
Addendum One.pdf	PDF	Jul 19, 2023
Final_RFB_785_2300000758_1_SO_FORM.PDF	PDF	Jul 19, 2023
Addendum Three .pdf	PDF	Jul 19, 2023

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-274-23

FOR: Cemetery Expansion- Lawn Crypt Kentucky Veterans Cemetery West Hopkinsville, Kentucky

DATE: July 19, 2023

RFB-785-2300000758

ADDENDUM NO. Four (4)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-274-23 For: Cemetery Expansion- Lawn Crypt Kentucky Veterans Cemetery West Hopkinsville, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

July 19, 2023

A D D E N D U M N U M B E R F O U R

Request for Bid No. RFB-274-23

CEMETERY EXPANSION- LAWN CRYPT KENTUCKY VETERANS CEMETERY WEST

HOPKINSVILLE, KENTUCKY

The following clarifications or items shall be recognized and/or incorporated into any Bid Documents for the project:

Clarifications and/or Update:

1. With regards to business registration for out-of-state companies per requirements in the Advertisement for Bids, Article 4 as stated below:

B. All Contractors shall be aware of requirement to be registered with the Kentucky Secretary of State as outlined in Article 4 of Advertisement for Bids that read:

A nonresident bidder shall submit, along with its response, its certificate of authority to transact business in the Commonwealth as filed with the Commonwealth of Kentucky, Secretary of State.

“A nonresident bidder shall submit, along with its response, its certificate of authority to transact business in the Commonwealth as filed with the Commonwealth of Kentucky, Secretary of State. The location of the principal office identified therein shall be deemed the state of residency for that bidder. If the bidder is not required by law to obtain said certificate, the state of residency for that bidder shall be deemed to be that which is identified in its mailing address as provided in its bid.”

An out-of-state Contractor shall verify that the registration process with the Secretary of State has been initiated or has been completed with copies of registration documents. Registration with the Secretary of State can be process online at the following link:

https://www.sos.ky.gov/Pages/default.aspx

2. The location for disposition of excavation spoils is shown on Sheet C7.0 in the contract plans

3. All subsurface information is contained on Sheet SS1.0

4. Per note #19 on Sheet C2.0, all disturbed areas are to be sodded.

5. All specifications for excavation, embankment and fill are contained in Specification Section 312000, Earth

Moving

6. The project does NOT have a TAX EXEMPT status. All applicable taxes, including Kentucky or other applicable local, Federal or State sales taxes or other taxes shall apply and shall be the responsibility of the Contractor.

7. The Contractor shall submit the Disbarment Form included in the Special Conditions with their bid proposal at the time of the required bid date and time.

https://www.sos.ky.gov/Pages/default.aspx

Contract Plans

8. See attached Addendum #4 Exhibit “A”. The Interment Plan shall be incorporated into the contract plan set as Sheet C1.1

9. Sheet C2.0, coded notes: Coded Note #3 shall reference detail C/C2.1 in-lieu of C/C6.1; coded note #4 shall reference detail D/C2.1 in-lieu of D/C6.1; coded note #5 shall reference detail E/C2.1 in-lieu of E/C6.1 and coded note #6 shall reference detail F/C2.1 in-lieu of F/C6.1.

10. See attached Addendum #4 Exhibit “B”. The Erosion Control Details shall be incorporated into the contract plan set as Sheet C2.1

11. Plan Sheet C4.0 coded note: Coded Note #1 shall reference detail C/C5.0 in-lieu of C/C4.1; Coded Note #2 shall reference detail E/C5.1 in-lieu of E/C4.2; Coded Note #3 shall reference detail D/C5.1 in-lieu of D/C4.2 and coded note #6 shall reference detail A/C5.0 in-lieu of detail A/C4.1.

12. Sheet C3.0, note #19 should reference the topsoil depth in the crypt fields shall be six (6) inches in-lieu of four (4) inches

13. Sheet C5.1 shall be replaced with Addendum Exhibit “C” with references to details A, B, C, F and G. The correct crypt lid dimension shall be 3” (tapered from 3.5”). The total crypt height is 5’-0” and the overall height from the stone to the top of topsoil is 7’-1”- 7’-2” maximum. The backfill stone shall be pea gravel as specified. All stone backfill shall be approved by the NCA site inspector.

CODED LAYOUT NOTESLAYOUT NOTES

GRAPHIC LEGEND

è è è è è è è è

REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

KENTUCKY VETERANS CEMETERY WEST EXPANSION

5817 FORT CAMPBELL BOULEVARD, HOPKINSVILLE, KY 42240

SF / TD

22-159

2023|05|01

COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH CARMAN. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF CARMAN. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE AR HEREBY SPECIFICALLY RESERVED.

310 Old Vine Street Lexington, KY 40507

P 859.254.9803 F 589.255.8625 www.carmansite.com

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

ENGR. FILE NO.

FAI No: KY-22-11

2023|05|01

INTERMENT PLAN

C1.1

VETERANS LOOP

SCATTERING

GARDEN

FUTURE BURIAL

SECTION #2

FUTURE BURIAL

SECTION #8

SECTION

MARKER

'3'

EXISTING

TREES

SCALE:

BURIAL SECTION 3 INTERMENT PLAN - 1990 DOUBLE DEPTH CRYPTS (3,980 TOTAL BURIALS)A 1"=20'-0"

EXISTING

TREES

SECTION

MARKER

'3'

ADDENDUM #4

EXHIBIT A

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KEY

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DESCRIPTION

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DETAIL

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PERIMETER DOUBLE DEPTH CRYPT (3'X8')

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ALL / C5.1

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INTERIOR DOUBLE CRYPT (3'X8')

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INTERMENT GRID MONUMENT

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BURIAL SECTION MARKER

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STORM STRUCTURE - SEE DRAINAGE PLAN

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1. SEE SITE LAYOUT PLAN C1.0 FOR GENERAL LAYOUT NOTES.SEE SITE LAYOUT PLAN C1.0 FOR GENERAL LAYOUT NOTES.

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LIMITS OF CONSTRUCTION

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AutoCAD SHX Text 1"=20'-0"

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SURFACE INLET PROTECTIONYARD INLET PROTECTION

ADJOINING ROADWAY

100' MINIMUM

24' MINIMUM

XXXX XX X X XX X

X X

REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

KENTUCKY VETERANS CEMETERY WEST EXPANSION

5817 FORT CAMPBELL BOULEVARD, HOPKINSVILLE, KY 42240

SF / TD

22-159

2023|05|01

310 Old Vine Street Lexington, KY 40507

P 859.254.9803 F 589.255.8625 www.carmansite.com

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

ENGR. FILE NO.

FAI No: KY-22-11

2023|05|01

EROSION CONTROL DETAILS

C2.1

SCALE:

SILT FENCEA NTS SCALE:

INLET PROTECTIONB NTS SCALE:

CONSTRUCTION ENTRANCEC NTS

SCALE:

CONCRETE WASHOUT PITD NTS SCALE:

TREE PROTECTION FENCEE NTS SCALE:

EROSION CONTROL BLANKET - SEEDED AREASF NTS

ADDENDUM #4

EXHIBIT B

AutoCAD SHX Text NOTES: 1. USE ABOVE DETAIL IN AREAS WHERE CATCH BASIN / MANHOLE IS SURROUNDED BY TURF. 2. IN AREA WHERE CATCH BASIN / MANHOLE IS LOCATED IN PAVEMENT, ATTACH REFLECTIVE METAL POSTS TO STAKES FOR VISUAL SAFETY. 3. PROVIDE "SUMP" AREA AROUND ALL CATCH BASINS / MANHOLES TO HOLD EXCESSIVE WATER.

AutoCAD SHX Text %%uCROSS SECTION VIEW

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BURIED FABRIC

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12" MIN

AutoCAD SHX Text 2" x 4" STAKE

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DROP INLET

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WITH GRATE

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SILT FENCE FABRIC

AutoCAD SHX Text %%u2x4 WOOD FRAME

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ISOMETRIC VIEW OF

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18" MAX

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36" MIN

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DROP INLET WITH GRATE -WRAP GRATE IN FILTER FABRIC UNTIL SITE IS STABILIZED

AutoCAD SHX Text NOTE: SURFACE INLET PROTECTION TO BE 6" x 48" SNAKE BAGS BY EMERALD SEED AND SUPPLY OR APPROVED EQUAL.

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FILL BAGS WITH #57 STONE

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TO ONLY 3/4 FULL.

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OVERLAP BAGS TO FULLY

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PROTECT PERIMETER OF INLET

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BUILT-UP EARTHEN DAM

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STRAW BALE

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(TYP. ALL SIDES)

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ROCK TO HOLD PLASTIC

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DOUBLE LAYER OF 10 MIL

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PLASTIC (CONTINUOUS)

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IN PLACE UNTIL CONCRETE

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WASHOUT USED

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CONTRACTOR SHALL MAINTAIN AND

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RECONSTRUCT WASHOUT AFTER IT

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BECOMES FULL.

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2"X2" WOOD OR METAL FENCE POSTS

AutoCAD SHX Text FOR ADDED PROTECTION: 1. PROVIDE 4" DEEP WOOD CHIP MULCH OVER ANY UNPROTECTED ROOT ZONE 2. MAKE CLEAN CUTS ON ROOTS EXPOSED BY GRADING AND BACKFILL IMMEDIATELY

AutoCAD SHX Text FENCE MATERIAL TO BE ORANGE LAMINATED SAFETY NETTING OR APPROVED EQUAL - INSTALL OUTSIDE OF DRIPLINE

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FLOW

AutoCAD SHX Text POSTS: HARDWOOD OR STEEL GREATER THAN 4' IN HEIGHT. FOR HARDWOOD, PROVIDE A MINIMUM 1-1/2" BY 1-1/2" CROSS SECTION. FOR STEEL, PROVIDE A 1-1/4" BY 1" T-SECTION WITH PROJECTIONS TO FASTEN WIRE AND FABRIC IN POSITION. WOVEN OR WELDED WIRE FABRIC: PROVIDE FABRIC WITH A MINIMUM HEIGHT OF 2'-8". REQUIRE AT LEAST 6 HORIZONTAL WIRES SPACED 6-1/4 INCHES OR CLOSER WITH THE TOP AND BOTTOM WIRES 0.134 INCH OR LARGER AND ALL OTHER WIRES 0.1 INCH OR LARGER. REQUIRE 0.1 INCH OR LARGER VERTICAL WIRES SPACED 12" OR CLOSER. GEOTEXTILE FABRIC: CONFORM TO AASHTO M288 FOR TEMPORARY SILT FENCE. PROVIDE FABRIC WITH A HEIGHT OF 3'. FABRIC TO BE AMOCO 2130 OR EQUAL. NOTES: 1. THE BOTTOM 6" OF GEOTEXTILE SHALL BE BURIED IN A TRENCH CUT INTO THE GROUND ON UPSTREAM SIDE OF FENCE. 2. FENCE POST AND FABRIC WILL BE ACCEPTED BASED ON VISUAL INSPECTION BY THE LANDSCAPE ARCHITECT IN THE FIELD. GEOTEXTILE FABRIC WILL BE ACCEPTED UPON RECEIPT OF THE CERTIFICATION FROM THE MANUFACTURER THAT IT IS SUITABLE FOR USE AS SILT FENCE. 3. THE SILT FENCE SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. THE SILT FENCE SHALL BE ERECTED BEFORE GRADING IS BEGUN IN THE AREA TO BE PROTECTED. POSTS SHALL BE BE INSTALLED AT 6 TO 8 FEET SPACING (CLOSER SPACING SHOULD BE USED IN AREAS WHERE RAPID RUN-OFF IS TO BE EXPECTED) AND FENCE FABRIC ATTACHED. THE WIRE FABRIC AND GEOTEXTILE FABRIC SHALL BE ATTACHED TO THE POSTS ON THE UPHILL SIDE USING STAPLES, HOG-RINGS OR OTHER APPROVED METHOD. 4. DURING THE USEFUL LIFE OF THE SILT FENCE, IT SHALL BE MAINTAINED BY THE CONTRACTOR AND SILT ACCUMULATIONS THAT THREATEN DAMAGE TO THE FENCE SHALL BE REMOVED. AFTER THE USEFULNESS OF THE FENCE HAS ENDED, IT SHALL BE REMOVED AND DISPOSED OF AND THE ACCUMULATED SILT EITHER REMOVED OR DRESSED IN PLACE AS DIRECTED, AND THE ENTIRE AREA SEEDED AND PROTECTED.

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WOOD OR METAL FENCE POST

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6X6#10-10 WWM

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GEOTEXTILE FABRIC

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6" TRENCH

AutoCAD SHX Text NOTES: 1. TURNING RADII SHALL BE PROVIDED SUFFICIENT TO ACCOMMODATE LARGE TRUCKS AND OTHER EQUIPMENT TO ACCESS CONSTRUCTION AREA. 2. STONE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO ROADWAY. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY. 3. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.

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NO. 2 STONE TO MINIMUM 6" DEPTH

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NON-WOVEN FILTER FABRIC UNDER STONE AS SPECIFIED

AutoCAD SHX Text SPECIAL NOTE: THIS CONSTRUCTION ENTRANCE DETAIL IS A MINIMUM. THE CONTRACTOR MAY ELECT TO INSTALL A STONE CONSTRUCTION ENTRANCE THE FULL LENGTH OF THE ACCESS DRIVE. ALL REMNANTS SHALL BE COMPLETELY REMOVE UPON COMPLETION OF THIS PROJECT.

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TOP OF SLOPE

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BOTTOM OF SLOPE

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INSTALL HORIZONTALLY ACROSS SLOPE.

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STAPLE, TYP.

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24" O.C. TYP.

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12" O.C. TYP. ACROSS TOP

AutoCAD SHX Text 8'-0"

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24" O.C. TYP.

AutoCAD SHX Text 6"

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STAPLE, TYP.

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TERMINAL END SECTION

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PLAN

AutoCAD SHX Text NOTES: EROSION CONTROL BLANKET TO BE BIODEGRADABLE SINGLE NET STRAW BLANKET MODEL # S150BN BY NORTH AMERICAN GREEN OR APPROVED EQUAL. TURF REINFORCEMENT MAT TO BE PERMANENT WITH STRAW NETTING MODEL # VMAX SC250 BY NORTH AMERICAN GREEN OR APPROVED EQUAL

CONTRACTOR TO PROVIDE SITE SPECIFIC TO PROVIDE SITE SPECIFIC TO PROVIDE SITE SPECIFIC PROVIDE SITE SPECIFIC PROVIDE SITE SPECIFIC SITE SPECIFIC SITE SPECIFIC SPECIFIC SPECIFIC SHOP DRAWINGS FOR ALL MANUFACTURED DRAWINGS FOR ALL MANUFACTURED DRAWINGS FOR ALL MANUFACTURED FOR ALL MANUFACTURED FOR ALL MANUFACTURED ALL MANUFACTURED ALL MANUFACTURED MANUFACTURED MANUFACTURED AND/OR PRECAST STRUCTURES. CUT PRECAST STRUCTURES. CUT PRECAST STRUCTURES. CUT STRUCTURES. CUT STRUCTURES. CUT CUT CUT SHEETS ARE NOT ACCEPTABLE

PLAN

END SECTION SIDE SECTION

CONTRACTOR TO PROVIDE SITE

SPECIFIC SHOP DRAWINGS FOR

ALL MANUFACTURED AND / OR

PRECAST STRUCTURES.

REVISION HISTORY OF THIS DRAWING

DECA LOG #

DRAWN BY

AS BULT DATE

COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

CHECKED BY

PHASE

RTA DATE

DRAWING DATE

A & E FILE NO.

DRAWING INFORMATION

DRAWING NO.

KENTUCKY VETERANS CEMETERY WEST EXPANSION

5817 FORT CAMPBELL BOULEVARD, HOPKINSVILLE, KY 42240

SF / TD

22-159

2023|05|01

310 Old Vine Street Lexington, KY 40507

P 859.254.9803 F 589.255.8625 www.carmansite.com

CARMAN

LANDSCAPE ARCHITECTURE

URBAN PLANNING

CIVIL ENGINEERING

ENGR. FILE NO.

FAI No: KY-22-11

2023|05|01

C5.1

CRYPT DETAILS

SCALE:

DOUBLE DEPTH CRYPT - PERIMETER

SCALE:

DOUBLE DEPTH CRYPT - LID

DOUBLE DEPTH CRYPT

SCALE: N.T.S.A CRYPT UNDERDRAIN WITH CLEANOUT

SCALE: N.T.S.EDOUBLE DEPTH CRYPT UNDERDRAIN

SCALE: N.T.S.DDOUBLE DEPTH CRYPT INSTALL

SCALE: N.T.S.B

DOUBLE DEPTH CRYPT AISLE

SCALE: N.T.S.C

SCALE:

LIFTING LUG DETAIL

ADDENDUM #4

EXHIBIT C

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END SECTION

AutoCAD SHX Text GENERAL NOTES: 1. REINFORCED CONCRETE DESIGN, FABRICATION AND REINFORCED CONCRETE DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318-95, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, FOR REINFORCED CONCRETE, AND SPECIFICATION SECTION 03400, PRECAST CONCRETE DOUBLE DEPTH LAWN CRYPTS. 2. DESIGN LOAD REQUIREMENTS OF THE TOP LID, CRYPT DESIGN LOAD REQUIREMENTS OF THE TOP LID, CRYPT BOX AND INTERMEDIATE SHELF:REFER TO SPECIFICATION SECTION 03400, PRECAST CONCRETE DOUBLE DEPTH LAWN CRYPTS. 3. CONTRACTOR SHALL PROVIDE DESIGN INFORMATION CONTRACTOR SHALL PROVIDE DESIGN INFORMATION AND SHOP DRAWINGS TO PROJECT MANAGER AND ANDY WALTERS FOR APPROVAL. REFER TO SPECIFICATION SECTION 03400, PRECAST CONC. DOUBLE DEPTH LAWN CRYPTS. 4. CRYPTS SHALL BE LOCATED AS SHOWN ON LAYOUT CRYPTS SHALL BE LOCATED AS SHOWN ON LAYOUT PLANS. CONCRETE NOTES: 1. CONCRETE CYLINDER COMPRESSIVE STRENGTH TO TEST CONCRETE CYLINDER COMPRESSIVE STRENGTH TO TEST MINIMUM OF 5000 PSI @ 28 DAYS.

AutoCAD SHX Text NOTE: MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL. CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS (AS APPROVED BY RESIDENT ENGINEER) TO VERIFY DEPTH OF COVER. DEFICIENCIES IN DEPTH (OR EXCESSES AND/OR SETTLEMENT) SHALL BE REMEDIED (TO THE SATISFACTION OF RESIDENT ENGINEER) PIROR TO ACCEPTANCE OF CRYPT INSTALLATION.

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ALL REBAR TO BE SAME SIZE FOR CONSISTENCY

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REBAR AS SPECIFIED BY CRYPT ENGINEER

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REBAR AS SPECIFIED BY CRYPT ENGINEER

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PLAN VIEW

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WWR 6X10 / D11 X D17

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(4) 1-TON LIFTING LUGS

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12" CHAMFER TOP EDGE

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SIDE VIEW

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SIDE VIEW

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(4) 1-TON LIFTING LUGS

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PAINTED BLACK CRYPT NUMBER ON LID

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12" CHAMFER TOP EDGE

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D11 BAR IN SHORT SPAM

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LID CORNER ENLARGEMENT 1'-1/2" = 1'-0"

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6" TOPSOIL

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L GRID

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L GRID

AutoCAD SHX Text NOTE: CONTRACTOR SHALL CONTACT ANDREW WALTERS (404)929-5910 FOR ON-SITE CRYPT BURIAL TEST

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PERIMETER CRYPT

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INTERIOR CRYPT

AutoCAD SHX Text GRIDLINE PER GRID MARKER SEE INTERMENT LAYOUT PLAN. 3'x8' BURIAL PLOT, TYP.

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EXISTING MATERIAL

AutoCAD SHX Text PRE-PLACED CONC. LAWN CRYPT: TO BE CENTERED IN BOTH DIRECTIONS BETWEEN GRIDLINES.

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4" DEPTH TOPSOIL OUTSIDE CRYPT PERIMETER

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11"-12" DEPTH COMPACTED APPROVED GENERAL FILL

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SAND OVER CRYPT LIDS SAND TO EXTEND DOWN TO CRYPT LID AS SHOWN

AutoCAD SHX Text COMPACTED PEA GRAVEL (1/8" MAX.) ROD AS NECESSARY TO ELIMINATE TO PREVENT SETTLEMENT OF TOPSOIL. SEE SPECS.

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COMPACTED #57 STONE

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NON-WOVEN FILTER FABRIC WRAP #57 STONE AND EXTEND FABRIC OVER DRAINAGE BOARD

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COMPACTED SUBGRADE

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PRE-CAST CONC. DOUBLE DEPTH CRYPT, TYP.

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PRE-CAST…

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