SP470218R0524_Amendment_0004.pdf

PDF 4 MB Posted Aug 16, 2018

Attached to: M&R TO PAVEMENT Federal contract opportunity
Solicitation number: SP4702-18-R-0524
Issued by: Defense Logistics Agency Land and Maritime

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Amendment 0004

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File	Type	Posted
SP470218R0524_Amendment_0006.pdf	PDF	Aug 22, 2018
SP470218R0524_Amendment_0005.pdf	PDF	Aug 20, 2018
SP470218R0524_P00003.pdf	PDF	Aug 8, 2018
SP470218R0524_Amendment_0002_.pdf	PDF	Jul 28, 2018
SP470218R0524_Amendment_0001_.pdf	PDF	Jul 16, 2018
SP4702-18-R-0524.pdf	PDF	Jul 16, 2018

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SP4702-18-R-0524 CSC 18723 M&R TO PAVEMENTS FY18 "QUESTIONS & REPLIES"

1. Lastly for now, our biggest question is the asphalt mix for the mill/fill sections. The plans refer numerous times to an ODOT asphalt mix, however their specifications for 32 12 17 Hot Mix Bituminous Pavement is a completely different mix design with multiple gradation options. If the USACE wants to use the mix detailed out in spec section 32 12 17 it would result in a pretty significant pricing increase compared to ODOT mixes and we would still need to know which gradation they prefer to use in the asphalt mix design. We just want clarification on which mix they intend to use, specifically for the mill/fill sections, so that we are not quoting a higher mix compared to our competition.

Reply: Asphalt Mix Design for Mill & Overlay Areas- Contractor shall provide ODOT Mix Design Type I in accordance with ODOT Spec 441 for Surface Course. Traffic designation shall be “Medium” and Virgin Binder Grade shall be PG 64-22 for surface course.

2. Our tack coat supplier also had some confusion about which tack coat the spec is indicating to use. In section 2.1 of 32 12 10 is states to provide asphalt conforming to ASTM D977 ASTM D2397 which includes the typical tack of SS1H mostly used on these types of projects. However, it also refers to ASTM D977 and Type SS-1 and CSS-1. Our supplier is not clear on which product will be specified to be used.

Reply: Tack Coat- Contractor shall provide ODOT ITEM 407 Tack Coat conform to the requirements of ODOT 702 for the asphalt material and type shall be SS-1h.

3. Regarding question #2 in Amendment 3: coded note #1 on revised drawing 12 of 17 states to follow A/16 on sheet 16 of 17. This detail calls for new drainage pipe and new curb & gutter on both sides of the street as well as new 1-1/2” wearing course 404 over1-1/2” intermediate course 402 over bituminous tack coat 407 over 4” 301 asphalt concrete base over6” 304 aggregate base. This would require complete removal of existing asphalt and gravel base. Coded note 5 on sheet 12 of 17 states to follow B/16 on sheet 16 of 17. This calls for the same locations to be mill & overlay.

Can you please provide direction as to which detail is correct or is there a mixture of each detail that is the proper scope for these locations?

Reply: There are two kinds of work shall be performed for 16th Blvd. as shown on the revised sheet 16 of 17.

(a) One is “Mill & Overlay” as shown in detail B/16 on sheet 16 of 17. Asphalt Mix Design for Mill & Overlay Areas- Contractor shall provide ODOT Mix Design Type I in accordance with ODOT Spec 441 for Surface Course. Traffic designation shall be “Medium” and Virgin Binder Grade shall be PG 64-22 for surface course.

(b) Other type of work is under drain pipe replacement work include curbs & gutters, drain piping, curb inlets as shown in detail A/16 on sheet 16 of 17.

SP470218R0524

Amendment 0004

SP4702-18-R-0524 CSC 18723 M&R TO PAVEMENTS FY18 "QUESTIONS & REPLIES"

4. Per the crackfill spec, we are to fill cracks on the milled surface up to 2” in diameter. This is not a recommended fix for a crack of that size and will ultimately not help anything.

On top of that, if every milled surface must be crackfilled, do we keep the roads or areas closed down until they are paved back or does DLA permit employees to drive on a milled surface if need be.

Reply: There are three (3) kinds of cracks as specified in the Spec Section 32 01 17.16 as shown below:

3.1.1 Cracks

3.1.1.1 Hairline Cracks

Cracks that are less than 1/8 inch wide do not need to be sealed.

3.1.1.2 Small Cracks

Cracks that are 1/8 to 3/4 inch wide shall be routed to a nominal width 1/8 inch greater than the existing nominal width and to a depth not less than 3/4 inch, sandblasted and cleaned using compressed air.

This type of cracks need to cleaned, filled and sealed with surface seal material.

3.1.1.3 Medium Cracks

Cracks that are 3/4 to 2 inches wide shall be sandblasted and cleaned using compressed air.

This type of cracks need to cleaned, filled and sealed with surface seal material.

3.1.1.4 Large Cracks

Cracks that are greater than 2 inches wide shall be reported to the Contracting Officer and Project Engineer. These cracks are not to be sealed.

This type of cracks need to repair by Partial or Full-depth Patch.

Government will inspect on site after milling and mod the contract for asphalt patching work if it will be required.

Secondly, milled areas or roads will be closed for traffic until new pave work is done.

5. Revision work is done to the drawing no. 5-426, sheets 1, 5, 11, 12, 14 & 16 of 17 to clarify above RFI #2 and added additional work for DFAS North & South Parking Lots.

Replies Prepared By: M. Rustam Ali, Project Engineer, DF-FCIE, and Date: August 15, 2018

6. Amendment 0003 stated revised project drawing #5-426 Sheets 1,2,5,6,7,12,13 and 17 were issued but no revised sgeet 17 was attached. statement should have said "OF 17" in lieu of "AND 17".

SP470218R0524

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

DESCRIPTION OF SERVICES

The Contractor shall furnish all labor, material, supplies, equipment, tools, delivery, disposal and supervision required in performing all operations in conjunction with this project complete, in strict accordance with these specifications and Contract Drawing No.

5-426 (17 Sheets) subject to the terms and provisions of this contract. Contractor shall perform the following work to complete this project.

TERM OF CONTRACT

The period of performance for this project is 180 calendar days after the issuance of the Notice to

Proceed.

ALL CLIN PRICING SHALL BE INCLUSIVE OF OVERHEAD, PROFIT AND BONDING

COSTS. SUB-CLINS 0001AA THROUGH 0001AX MUST TOTAL THE DOLLAR AMOUNT

ENTERED AS CLIN 0001 TOTAL AMOUNT.

OFFER FOR SERVICES

CONRACT

LINE TEM

NO.(CLIN)

SUPPLIES/SERVICES QUANTITY UNIT TOTAL AMOUNT

CSC-17702 M&R to Pavement FY17

0001 ALL WORK ASSOCIATED WITH PROJECT

REQUIREMENTS. Bldg.2 North Parking Lot, Bldg.

2 South Parking Lot, AFRC Driveway, Bldg. 17

West Parking Lot, Bldg. 21A North Parking Lot-

Drainage Improvements, Bldg. 21 West Parking Lot, Bldg. 30 South Side- Extension of Truck Turning

Pads, Bldg. 43 North & South Parking Lots, Recreational Field Parking Lot, Bldg. 92 North

Parking Lot, Bldg. 201 E Parking Lot, Bldg. 305

(Salt Dom) Driveway, Bldg. 308 East Parking Lot, Bldg. 507 Golf Cart Path to Perimeter Service Road, “A” Street East Part, “B” Street West Part, “C”

Street West Part, “D” Street between 1st & 5th

Avenues, 16th Blvd incl. Drainage Improvements, Re-stabilize FMS Yard, Renovation of Vehicle

Guide Rails at Foyle Avenue and Parking Lots

Bdg.21 North and South

1 JOB $

0001AA Bldg.2 North Parking Lot

0001AB Bldg. 2 South Parking Lot

0001AC AFRC Driveway

0001AD Bldg. 17 West Parking Lot

0001AE Bldg. 21A Parking Lot

Revision 2

DELETED DELETED DELETED

SP470218R0524

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

0001AF Bldg. 21 West Parking Lot

0001AG Bldg. 43 North & South Parking Lots

0001AH Recreational Field Parking Lot

0001AI Bldg. 92 North Parking Lot

0001AJ Bldg. 201 E Parking Lot

0001AK Bldg. 305 (Salt Dom) Driveway

0001AL Bldg. 308 East Parking Lot

0001AM Bldg. 507 Golf Cart Path to Perimeter Service Road

0001AN “A” Street Pavement

0001AO “B” Street West Part Pavement

0001AP “C” Street West Part Pavement

0001AQ “D” Street Pavement

0001AR 16th Blvd Pavement

0001AS Re-stabilize FMS Yard

0001AT Removal of Vehicle Guide Rails along Foyle

Avenue

0001AU 16TH Blvd. Drainage

0001AV Bldg. 21A North Parking Lot Drainage

0001AW Bldg. 21 North Parking Lot Paving

0001AX Bldg. 21 South Parking Lot

0002 ALL WORK ASSOCIATED WITH THE Bldg. 30

South Side- Extension of Truck Turning Pads 1 JOB $

For this contract WAWF will only display CLINS 0001 and 0002 for billing purposes. Sub-

CLINS 0001AA through 0001AT are for funds tracking purposes only.

When invoicing in Wide Area Work Flow, reverse the quantity and unit price as shown above on each CLIN. Failure to do so will result in a delay in payment of the invoice as the invoice will have to be rejected and resubmitted. If you have any questions regarding this matter, contact your

WAWF representative Matt Foreman at 614-692-1050 or matthew.foreman@dla.mil.

Revision 2

SP470218R0524

Amendment 0004 mailto:matthew.foreman@dla.mil

DLA ENTERPRISE SUPPORT

I S

DEFENSE

AGENCY

B ld g

V E

N T

V E

N T

P U

B L I C

A F

E T

A C

I L I T

S P

470218R

A m endm ent 0004

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-18723

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M & R TO PAVEMENT, FY18

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GARY JOHNSON

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M. RUSTAM ALI

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DF-FCE (SAFETY)

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FACILITIES ENGINEER

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DF-FCS (PUBLIC SAFETY)

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CUSTOMER

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PROJECT ENGINEER

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CHIEF, DF-FCIE

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20 FEB 18

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DF-FCI

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PROJECT COORDINATE

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COVER SHEET

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1. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO FIELD VERIFY THE EXACT EXTENT OF

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WORK, WORKING CONDITIONS AND CONSTRAINTS, PRIOR TO BIDDING.

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2. DIMENSIONS SHOWN ON THE DRAWING SHALL BE VERIFIED IN THE FIELD. THE CONTRACTING

AutoCAD SHX Text OFFICER MUST BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO BIDDING AND PROCEEDING WITH THE WORK.

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3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE CONTRACTING OFFICER, THE

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SCHEDULE OF WORK.

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4. ANY DAMAGE DONE TO GOVERNMENT PROPERTY DURING WORK/CONSTRUCTION SHALL BE REPAIRED IN

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KIND AND APPROVED/ACCEPTED BY THE GOVERNMENT.

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5. ALL ADDITIONAL WORK PERFORMED BEYOND THE REQUIRED BASE CONTRACT, PRIOR TO THE APPROVAL

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OF THE CONTRACTING OFFICER, WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

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6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STRUCTURES AND OTHER

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PROTECTIVE DEVICES NECESSARY FOR THE EXECUTION OF THE WORK.

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7. CONTRACTOR SHALL FOLLOW ALL APPLICABLE SAFETY CODES.

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8. ALL DEMOLITION AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE DAILY.

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9. THE CONTRACTOR SHALL USE APPROPRIATE CONTROLS TO PREVENT MATERIAL FROM ENTERING THE STORM

AutoCAD SHX Text DRAIN SUCH AS SILT FENCE AND DRAIN COVERS. THE TECHNIQUES TO BE UTILIZED WILL BE DISCUSSED AT

AutoCAD SHX Text THE PRE-CONSTRUCTION MEETING AND INSPECTED BY ENVIRONMENTAL PERSONNEL PRIOR TO THE START

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OF WORK.

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DUBLIN GRANVILLE

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WORTHINGTON

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RD.

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RIVERLEA

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WESTERVILLE

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GRANVILLE

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RD.

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MILLERSBURG

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HAMILTON RD.

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NEW

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ALBANY

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CLEVELAND AVE.

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MORSE RD.

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COLUMBUS-WOOSTER

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PIKE

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UPPER ARLINGTON

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CANAL

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WINCHESTER

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GROVEPORT

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RICKENBACKER AFB

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REYNOLDSBURG

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PORT COLUMBUS

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INTERNATIONAL

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17TH

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GROVE CITY

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STRING

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TOWN

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RD.

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LANE AVE.

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GRANDVIEW

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HEIGHTS

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OBETZ

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S. HIGH ST.

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W. BROAD ST.

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E. BROAD ST.

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MAIN ST.

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BEXLEY

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WHITEHALL

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JAMES

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RD.

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N. HIGH ST.

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BRICE

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COLUMBUS

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COLUMBUS

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AND VICINITY

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SCALE IN MILES

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DCSC

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VICINITY MAP

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NORTH

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WORK LOCATION SEE SHEET 2

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%%UGENERAL NOTES;

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%%ULEGEND

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%%USECTION SYMBOL

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INDICATES SECTION NUMBER

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WHERE SECTION

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INDICATES DIRECTION

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OF CUTTING PLANE

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SHEET NUMBER

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IS TAKEN

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WHERE SECTION

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IS DRAWN

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INDEX OF DRAWINGS

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TITLE

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CENTER - COLUMBUS

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PROJECT NO.

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CSC-18723

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M & R TO PAVEMENT, FY18

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DEFENSE SUPPLY

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SHEET NO.

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COVER SHEET

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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USPFO PROJECT

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LOCATION

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(BY OTHERS)

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CSMS PROJECT

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LOCATION

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(BY OTHERS)

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AFRC PROJECT

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LOCATION

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(BY OTHERS)

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EX. STOP

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SIGN

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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EX. SIGN

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7TH BLVD. &

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PERSHING AVE.

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EX. STOP

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SIGN

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EX. SIGN

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25MPH

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8TH BLVD.

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PERSHING AVENUE

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E. BROAD ST.

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FOYLE AVENUE

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11TH BLVD.

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"H" STREET

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JAMES ROAD

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"B" STREET

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MARYLAND AVENUE

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"A" STREET

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1ST BLVD.

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PATTON LANE

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"D" STREET

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"E" STREET

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"G" STREET

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5TH BLVD.

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FOYLE AVENUE

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"A" STREET

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"C" STREET

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"B" STREET

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4TH BLVD.

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JACKSON

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10TH BLVD.

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ROOSEVELT LANE

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9TH BLVD.

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11TH BLVD.

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"I" STREET

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JAMES ROAD

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GOLF

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CONRAIL & CSX TRANSPORTATION INC.

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7TH BLVD.

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PERSHING AVENUE

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8TH BLVD.

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10TH BLVD.

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PERSHING AVENUE

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16TH BLVD.

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14TH BLVD.

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17TH BLVD.

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MASON

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"A" STREET

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15TH BLVD.

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"C" STREET

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ROOSEVELT LANE

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YEARLING ROAD

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18TH BLVD.

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14TH BLVD.

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MASON RUN

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17TH BLVD.

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YEARLING ROAD

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RETENTION

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POND

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RETENTION

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POND

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POND

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RETENTION

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POND

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RETENTION

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CIRCLE

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GOLF

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1ST BLVD.

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"A" STREET

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"A" STREET

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18TH BLVD.

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BLVD.

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18TH BLVD.

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RV STORAGE AREA

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DRMO STORAGE AREA

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RUN

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RUN

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MASON

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MASON RUN

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"E" STREET

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GOLF COURSE

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16TH BLVD.

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15TH BLVD.

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BLVD.

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7TH BLVD.

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8TH BLVD.

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10TH BLVD.

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11TH BLVD.

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JACKSON BLVD.

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13TH BLVD.

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14TH BLVD.

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17TH BLVD.

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17TH BLVD.

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COURTS

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TENNIS

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TRUCK

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DOCK

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POTH ROAD

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FOYLE AVENUE

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OPEN PARKING

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OPEN PARKING

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OPEN PARKING

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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YEARLING ROAD

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STELZER ROAD

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"C" STREET

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DSCC WAY

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DSCC WAY

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SERVICE ROAD

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16TH

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BLVD.

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16TH

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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GATE - CLOSED

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YEARLING ROAD

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E. BROAD STREET

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MAIN GATE

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JAMES ROAD

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TRUCK GATE

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ROOSEVELT

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LANE GATE

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TEE #7,#16

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PRO SHOP

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TEE #1

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TEE #17

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POND

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TURKEY RUN

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TEE #3

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HOLE #5 EXISTING

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4TH BLVD.

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WASHINGTON LANE

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DRIVING

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RANGE

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RV STORAGE AREA

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EX GRAVEL

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EX ASPHALT

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EX ASPHALT

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EX EDGE OF ASPHALT

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EX WALK

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EX WALK 6' WIDE

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GREEN

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PRACTICE

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CSMS

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RTI BUILDING

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DETENTION AREA 1

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ACCESS ROAD

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1ST BLVD.

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EXISTING "H" STREET

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DOCK

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AMBULATORY CARE

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CENTER

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PARKING LOT

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PARKING LOT

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EXIST. V.A.

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"H" STREET

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12" WATER

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12" WATER

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AT/FP

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STANDOFF

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DISTANCE

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GREEN AREA

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NEW GREEN AREA

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NEW ROADWAY

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EXISTING

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NEW GREEN AREA

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PT RUNNING

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COURSE

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POOL

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"J" STREET

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RETENTION

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POND

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13TH BLVD.

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RESPONSE

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APPROACH

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XXX

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XXX

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XXX

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XXX

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KEY SITE PLAN - ASPHALT PAVEMENT

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NOT BE HELD ACCOUNTABLE FOR ANY LIABILITY OR MISHAP THAT MAY BE

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SO AS NOT TO DAMAGE OR INTERRUPT THE SERVICES. THE GOVERNMENT WILL

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MUST TAKE PRECAUTIOUS MEASURES PRIOR TO AND DURING WORK/CONSTRUCTION

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INFORMATION AND MUST BE TREATED AS APPROXIMATE ONLY. THE CONTRACTOR

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1. ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE

AutoCAD SHX Text %%uSPECIAL NOTES;

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INCURRED, DURING THE CONTRACT PERIOD.

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BLDG. 2 NORTH, AND SOUTH PARKING LOTS PLANS

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AutoCAD SHX Text BLDG. 17 WEST PARKING LOT, BLDG. 21 WEST PARKING LOT, BLDG. 2 SOUTH PARKING LOT AND AFRC DRIVEWAY PLANS

AutoCAD SHX Text RECREATIONAL FIELD PARKING LOT, BLDG. 92 NORTH PARKING LOT, BLDG. 201 EAST PARKING LOT, BLDG. 305 (SALT DOM)

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DRIVEWAY AND BLDG. 308 EAST PARKING LOT PLANS

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BLDG. 21A NORTH PARKING LOT DRAIN IMPROVEMENTS - PLAN AND SECTION

AutoCAD SHX Text BLDG. 43 NORTH & SOUTH, BLDG. 47 SOUTH PARKING LOTS AND BLDG 30 SOUTH SIDE EXTENSION OF TRUCK TURNING PADS PLANS

AutoCAD SHX Text EXISTING GRADING CONDITION AND SURVEY PLANS - "B" & "C" STREETS WEST PART AND BLDG. 507 CART PATH TO

AutoCAD SHX Text RE-STABLILIZE FMS YARD AND RENOVATION OF VEHICLE GUIDE RAILS AT FOYLE AVENUE - PLANS AND DETAILS

AutoCAD SHX Text EXISTING GRADING CONDITION AND SERVEY PLAN 16TH BLVD. INCLUDES DRAINAGE IMPROVEMENTS - NEW WORK PLAN

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PAVEMENT MARKINGS DETAILS AND CONSTRUCTION NOTES

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DETAILS AND FLOWABLE FILL MATERIAL NOTES

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STANDARD DETAILS AND NOTES

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DETAILS AND NOTES

AutoCAD SHX Text EXISTING GRADING CONDITION AND SERVEY PLAN 16TH BLVD. INCLUDES DRAINAGE IMPROVEMENTS - DEMOLITION PLAN

AutoCAD SHX Text EXISTING GRADING CONDITION AND SURVEY PLANS - "D" STREET BETWEEN 1ST & 5TH AVENUE AND "A" STREET EAST PART

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PERIMETER SERVICE ROAD

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GENERAL NOTES AND LEGEND

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REVISED DWG SHEETS 4,5,6,7,12 & 13

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REVISED DWG SHEETS 11,12,14 & 16

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I S

DEFENSE

AGENCY

S P

470218R

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AutoCAD SHX Text

QC11

AutoCAD SHX Text N 721591.7041

AutoCAD SHX Text E 1855764.2629

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ELEV 793.38

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QC12

AutoCAD SHX Text N 720673.6899

AutoCAD SHX Text E 1855725.4288

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ELEV 791.04

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AREA U/C

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CONC

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CONC

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CONC

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ASPH

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ASPH

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CONC

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CONC

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CONC

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ASPH

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ASPH

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CONC

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ASPH

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ASPH

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ASPH

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ASPH

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BLDG. 3

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ARMY FORCES RESERVE CENTER

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BLDG. 2

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AutoCAD SHX Text 796.7

AutoCAD SHX Text 797.1

AutoCAD SHX Text 793.0

AutoCAD SHX Text 792.6

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AutoCAD SHX Text 792.9

AutoCAD SHX Text 793.3

AutoCAD SHX Text 782.1

AutoCAD SHX Text 782.3

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AutoCAD SHX Text 782.4

AutoCAD SHX Text 783.7

AutoCAD SHX Text 785.1

AutoCAD SHX Text 786.4

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AutoCAD SHX Text 789.4

AutoCAD SHX Text 790.7

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AutoCAD SHX Text 794.5

AutoCAD SHX Text 795.2

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AutoCAD SHX Text 794.8

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AutoCAD SHX Text 794.3

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AutoCAD SHX Text 793.5

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AutoCAD SHX Text 793.6

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AutoCAD SHX Text 793.5

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AutoCAD SHX Text 793.8

AutoCAD SHX Text 794.6

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AutoCAD SHX Text 794.9

AutoCAD SHX Text 795.0

AutoCAD SHX Text 795.1

AutoCAD SHX Text 794.9

AutoCAD SHX Text 794.7

AutoCAD SHX Text 794.6

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.7

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AutoCAD SHX Text 793.5

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AutoCAD SHX Text 793.4

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AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.6

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AutoCAD SHX Text 793.9

AutoCAD SHX Text 794.0

AutoCAD SHX Text 794.1

AutoCAD SHX Text 794.2

AutoCAD SHX Text 794.4

AutoCAD SHX Text 794.5

AutoCAD SHX Text 794.6

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AutoCAD SHX Text 795.0

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AutoCAD SHX Text 795.1

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AutoCAD SHX Text 795.0

AutoCAD SHX Text 795.1

AutoCAD SHX Text 795.4

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AutoCAD SHX Text 795.9

AutoCAD SHX Text 796.3

AutoCAD SHX Text 796.6

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AutoCAD SHX Text 797.2

AutoCAD SHX Text 797.6

AutoCAD SHX Text 798.1

AutoCAD SHX Text 798.9

AutoCAD SHX Text 799.3

AutoCAD SHX Text 799.4

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AutoCAD SHX Text 799.5

AutoCAD SHX Text 799.6

AutoCAD SHX Text 799.5

AutoCAD SHX Text 799.4

AutoCAD SHX Text 799.3

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AutoCAD SHX Text 798.1

AutoCAD SHX Text 797.9

AutoCAD SHX Text 797.7

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.2

AutoCAD SHX Text 793.1

AutoCAD SHX Text 793.2

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.2

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.2

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.7

AutoCAD SHX Text 799.4

AutoCAD SHX Text 799.0

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AutoCAD SHX Text 798.7

AutoCAD SHX Text 798.5

AutoCAD SHX Text 798.2

AutoCAD SHX Text 797.9

AutoCAD SHX Text 796.4

AutoCAD SHX Text 796.7

AutoCAD SHX Text 797.2

AutoCAD SHX Text 797.6

AutoCAD SHX Text 798.2

AutoCAD SHX Text 798.5

AutoCAD SHX Text 798.8

AutoCAD SHX Text 799.1

AutoCAD SHX Text 799.2

AutoCAD SHX Text 799.0

AutoCAD SHX Text 799.2

AutoCAD SHX Text 799.4

AutoCAD SHX Text 799.3

AutoCAD SHX Text 799.2

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.8

AutoCAD SHX Text 797.8

AutoCAD SHX Text 797.7

AutoCAD SHX Text 797.5

AutoCAD SHX Text 797.4

AutoCAD SHX Text 797.2

AutoCAD SHX Text 796.9

AutoCAD SHX Text 796.7

AutoCAD SHX Text 796.5

AutoCAD SHX Text 796.1

AutoCAD SHX Text 795.8

AutoCAD SHX Text 795.9

AutoCAD SHX Text 796.3

AutoCAD SHX Text 796.8

AutoCAD SHX Text 797.0

AutoCAD SHX Text 797.3

AutoCAD SHX Text 797.4

AutoCAD SHX Text 797.6

AutoCAD SHX Text 797.9

AutoCAD SHX Text 798.1

AutoCAD SHX Text 798.2

AutoCAD SHX Text 798.5

AutoCAD SHX Text 798.1

AutoCAD SHX Text 797.8

AutoCAD SHX Text 798.4

AutoCAD SHX Text 798.6

AutoCAD SHX Text 798.5

AutoCAD SHX Text 798.4

AutoCAD SHX Text 798.5

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.2

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.8

AutoCAD SHX Text 794.1

AutoCAD SHX Text 794.5

AutoCAD SHX Text 795.0

AutoCAD SHX Text 794.9

AutoCAD SHX Text 794.8

AutoCAD SHX Text 794.5

AutoCAD SHX Text 794.3

AutoCAD SHX Text 794.0

AutoCAD SHX Text 794.1

AutoCAD SHX Text 794.0

AutoCAD SHX Text 793.8

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.6

AutoCAD SHX Text 796.6

AutoCAD SHX Text 796.9

AutoCAD SHX Text 797.2

AutoCAD SHX Text 797.4

AutoCAD SHX Text 797.1

AutoCAD SHX Text 796.8

AutoCAD SHX Text 796.5

AutoCAD SHX Text 796.2

AutoCAD SHX Text 795.9

AutoCAD SHX Text 795.6

AutoCAD SHX Text 795.3

AutoCAD SHX Text 795.2

AutoCAD SHX Text 794.9

AutoCAD SHX Text 794.8

AutoCAD SHX Text 794.7

AutoCAD SHX Text 794.8

AutoCAD SHX Text 794.7

AutoCAD SHX Text 794.8

AutoCAD SHX Text 794.9

AutoCAD SHX Text 795.0

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