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Sugarland Road Sidewalk Test Pit Results Summary 8/4/2016 Test Pit Existing Surface Top of Location Depth (Ft) Utility Found Owner Conflict? Notes Designation Elev

Sugarland Road Sidewalk Test Pit Results Summary 8/4/2016 Test Pit Existing Surface Top of Location Depth (Ft) Utility Found Owner Conflict? Notes Designation Elev

Sugarland Road Test Pit Results Summary 8/4/2016 Test Pit Existing Surface Top of Location Depth (ft) Utility Found Owner Conflict? Notes Designation Elev. Utility Elev. C&G Flow Line: 283.44. Bottom of stone: 282.73. C&G TP#1 See Attached Plan 283.62 279.56 4.06 4‐1.5" Conduits Zayo No 21‐B clears utility by 3.17 ft. Washington Top of sidewalk: 282.22. Bottom of stone: 281.55. TP#2 See Attached Plan 282.29 280.05 2.24 2" Gas No Gas Sidewalk 21‐B clears utility by 1.50 ft. Top of sidewalk: 276.90. Bottom of stone: 276.23. TP#3 See Attached Plan 276.26 274.5 1.76 2‐1.25" Conduits Zayo No Sidewalk 21‐B clears utility by 1.73 ft. & GUTTER TO TIE TO EDGE & REMOVE PROPOSED GUTTER IN FRONT OF CURB RIGHT-OF-WAY RAMP 5' TEMP TRANSITION TO CONNECT EASEMENT

8/5/2016 9:54:14 AM 8/5/2016 P:\pr53847\images\lance seal.png PROPOSED RAMP TO EX. S/W LIMITS OF DISTURBANCE 5' TEMP CONSTRUCTION EASEMENT PLOTTED: PLOTTED: 4' CONC. SIDEWALK

NOTE: CONTRACTOR TO TEST PIT AND COORDINATE WITH PRIVATE UTILITY COMPANY PRIOR TO CONSTRUCTION

AREA OF NEW PAVEMENT

VDOT CG-12A CONTRACTOR TO REMOVE EX. PAVEMENT AS VDOT CG-12A NECESSARY TO PROVIDE POSITIVE FROM GUTTER.

PAVEMENT PATCH MATCH EXIST. PAVEMENT SECTION, SEE NOTE 7

WHITE PAINTED CROSSWALK (TYP)

TRANSITION FROM 5' CONC FLUME PAVEMENT PATCH S/W TO 4' VDOT PG-7 MATCH EXIST. LIMITS OF DISTURBANCE PAVEMENT SECTION, PROPOSED R/W CONNECT TO EXISTING 5' S/W NOTE: CONTRACTOR TO TEST PIT AND SEE NOTE 7 COORDINATE WITH PRIVATE UTILITY VDOT CG-12A COMPANY PRIOR TO CONSTRUCTION

TRANSITION TEMP CONST. ESMT FROM 5' S/W TO 4'

SIDEWALK INSET SCALE 1" =5'

EXISTING UTILITIES NOTE:

BURGESS & NIPLE DOES NOT CERTIFY TO THE LOCATION OR EXISTENCE OF 81'(5*5281'87,/,7,(67+(81'(5*5281'87,/,7,(66+2:1$5()520$9$,/$%/( 5(&25'67+,6'2(6127&2167,787($*8$5$17((2)7+(,5$&78$//2&$7,2125 THAT THEY HAVE BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

',**,1*2)7(67+2/(635,25727+(%(*,11,1*2)$1<&216758&7,217+(6(7(67 STERLING DISTRICT HOLES SHALL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING

)$&,/,7,(6$1'$7&5,7,&$/*5$'(&+$1*(6,)&21',7,216$5()281',17+(),(/' LOUDOUN COUNTY, VIRGINIA SITE PLAN WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY BURGESS & NIPLE AND APPROPRIATE REVISIONS SHALL BE MADE TO THE PLANS.

CG-9B TRANSITION FOR EX. IMPROVEMENTS , SEE DETAIL AREA OF NEW PAVEMENT SHEET 2.2 EX. POWER POLE. EX. WHITE LINES WITHIN

Lucas Barrett CURVE PROPOSED S/W TO NOTE: CONTRACTOR TO TEST ALLOW 1' OFFSET FROM EX POWER POLE & TRANSITION PIT AND COORDINATE WITH OBJECTS EX. TELE BOX TIE-IN NEW CG-6 WITH PRIVATE UTILITY COMPANY TO REMAIN EXISTING PRIOR TO CONSTRUCTION ALONG CURB NEW 5' WIDE SIDEWALK SUGARLAND ROAD SIDEWALK NEW CG-6 8/5/2016 9:49:46 AM 8/5/2016

EX. 5' S/W

5' CONC. S/W PROP 4' S/W PROP CURB BREAK EX. R/W

CONC FLUME VDOT CG-12A PROPOSED R/W EX. HAND HOLE TO BE VDOT PG-7 RAISED TO PROPOSED S/W ELEV. LIMITS OF DISTURBANCE 2' OFFSET FROM PROPOSED SIDEWALK DELINEATES EX. ELECTRICAL TRANSFORMER PROPOSED RIGHT-OF-WAY PROP R/W EX. R/W AND PUSH POLE TO REMAIN

NEW SIDEWALK SHALL BE INSTALLED BEHIND EXISTING VAR. WIDTH TEMPORARY UTILITY POLE AND IN FRONT OF ELECTRICAL BOX. CONSTRUCTION EASEMENT CONTRACTOR SHALL NOT DISTURB TRANSFORMER DURING CONSTRUCTION. CONTACT ENGINEER IF CONFLICTS ARE FOUND. EX. DRIVEWAY TO BE PAVED TO MATCH & REGRADED NOTE: CONTRACTOR TO COORDINATE W/ EXISTING DRIVEWAY. PAVEMENT SECTION TO PR53847 PRIVATE UTILITY COMPANY & LOCATE MATCH EX. DRIVEWAY OR EXISTING UTILITIES HORIZONTALLY AND 7-10-15 EQUIVALENT VERTICALLY PRIOR TO CONSTRUCTION NOTES: LKK 1. NEW SIDEWALK FROM MOSQUE TO NORWOOD PLACE WILL NOT INCREASE WIDTH OF SUGARLAND SITE PLAN CONNECT NEW SIDEWALK CGB TO EXISTING ROAD. SCALE 1" =10' LKK 2. NO NEW WILL BE INSTALLED ON THE NORTH SIDE OF SUGARLAND ROAD. 3. MODIFY EXISTING PAINTED LINES ON SUGARLAND ROAD AND NORWOOD PLACE TO ACCOMMODATE HORIZONTAL SCALE IN FEET AS SHOWN NEW CROSSWALKS. SEE INSET ABOVE 4. /FILL @ 3:1 SLOPE BEHIND NEW SIDEWALK AND RAMPS TO TIE INTO EXISTING GRADES. 5. ERADICATE EXISTING ROADWAY EDGE STRIPE IN LOCATIONS OF NEW CURB/GUTTER. 6. COORDINATION WITH PRIVATE UTILITY COMPANIES IS REQUIRED PRIOR TO INSTALLATION. 7. GRADE AS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO NEW RAMP GUTTERS. C-4.1 8 S:\MISC TH Rpts & Invs\Burgess & Niple\NV16-065 - Sugarland Road TH's\From B&N 07-20-16\C-4.1 SITE PLAN.dwg B&N 07-20-16\C-4.1 Road TH's\From - Sugarland & Niple\NV16-065 TH Rpts & Invs\Burgess S:\MISC TEST HOLE INVENTORY REPORT - QUALITY LEVEL "A" Sugarland Road THs Burgess & Niple, Woodbridge, Virginia Existing Grade Material Utility Pavement Utility Date TH# Utility Requested Utility Found Depth Type Elevation Thickness Owner

07/07/16 1 Fiber Optic (4) 1.5" FO Conduits 4.06' (Orange, 279.56' N/A ZAY Black) 07/07/16 2 Gas 2" Gas 2.24' Plastic (Yellow) 280.05' N/A WGL

07/07/16 3 Fiber Optic (2) 1.25" FO Conduits 1.76' Plastic (Orange) 274.50' N/A VZN

B&N - Point of Contact: Lance Kilby, PE (703) 670-6400 x2416 Accumark - Point of Contact: Aaron Blow (703) 635-3074

Sheet 1 of 1 Utility Test Hole Report - Quality Level "A"

Test Hole #: 1 Project Numbers: NV16-065 Project Location: Sugarland Road Project Name: Sugarland Road THs Loudoun County, Virginia Utility Owner: ZAY Requested By: Burgess & Niple Point of Contact: Lance Kilby, PE Work Type: (703) 670-6400 x2416 Improvements Utility Requested: Fiber Optic Test Hole Date: 07/07/16

Utility Found: Fiber Optic Conduits Conditions: Dry Rocky

Material Makeup: Plastic (Orange, Black) Utility Condition: Good

Size Utility Found: (4) 1.5" Pavement Cond: N/A (Grass) Test Hole Information: Elevation / Survey Information: Elevation at hub & tack / Pk: 283.62' Located By: Benchmark Elevation Existing grade depth @ top of utility: 4.06' Accumark, Inc. 291.22' (Pt. #101) Elevation at top of utility: 279.56' Northing: Easting: Elevation: Elevation at bottom of utility: N/A 7052345.1558 11801805.3174 283.62' Existing Station: Offset: Cover (Top): Grade N/A N/A 4.06' Notes: Cover (Bottom): N/A Hub & Tac set over center of utility configuration. 4 conduits visible, others may Drawn Facing: Utility Width: be present. Southeast “

Site Diagram / Location Details: Scale: (NTS)

LMB 07/27/16 ACCUMARK, INC. (800) 542-2990 This form and it's contents are protected by copyright, 2016 Utility Test Hole Report - Quality Level "A"

Test Hole #: 1 Project Numbers: NV16-065 Project Name: Sugarland Road THs Project Location: Loudoun County, Client: Burgess & Niple Virginia.

LMB 07/27/16 ACCUMARK, INC. (800) 542-2990 This form and it's contents are protected by copyright, 2016 Utility Test Hole Report - Quality Level "A"

Test Hole #: 2 Project Numbers: NV16-065 Project Location: Sugarland Road Project Name: Sugarland Road THs Loudoun County, Virginia Utility Owner: WGL Requested By: Burgess & Niple Point of Contact: Lance Kilby, PE Work Type: Infrastructure (703) 670-6400 x2416 Improvements Utility Requested: Gas Test Hole Date: 07/07/16

Utility Found: Gas Soil Conditions: Dry Clay

Material Makeup: Plastic (Yellow) Utility Condition: Good

Size Utility Found: 2" Pavement Cond: N/A (Grass) Test Hole Information: Elevation / Survey Information: Elevation at hub & tack / Pk: 282.29' Located By: Benchmark Elevation Existing grade depth @ top of utility: 2.24' Accumark, Inc. 291.22' (Pt. #101) Elevation at top of utility: 280.05' Northing: Easting: Elevation: Elevation at bottom of utility: N/A 7052338.0502 11801820.6124 282.29' Existing Station: Offset: Cover (Top): Grade N/A N/A 2.24' Notes: Cover (Bottom): N/A Hub & Tac set over crown of utility.

Drawn Facing: Utility Width: Southwest “

Site Diagram / Location Details: Scale: (NTS)

LMB 07/27/16 ACCUMARK, INC. (800) 542-2990 This form and it's contents are protected by copyright, 2016 Utility Test Hole Report - Quality Level "A"

Test Hole #: 2 Project Numbers: NV16-065 Project Name: Sugarland Road THs Project Location: Loudoun County, Client: Burgess & Niple Virginia.

LMB 07/27/16 ACCUMARK, INC. (800) 542-2990 This form and it's contents are protected by copyright, 2016 Utility Test Hole Report - Quality Level "A"

Test Hole #: 3 Project Numbers: NV16-065 Project Location: Sugarland Road Project Name: Sugarland Road THs Loudoun County, Virginia Utility Owner: WGL Requested By: Burgess & Niple Point of Contact: Lance Kilby, PE Work Type: Infrastructure (703) 670-6400 x2416 Improvements Utility Requested: Fiber Optic Test Hole Date: 07/07/16

Utility Found: Fiber Optic Conduits Soil Conditions: Hard Dry Clay

Material Makeup: Plastic (Orange) Utility Condition: Good

Size Utility Found: (2) 1.25" Pavement Cond: N/A (Grass) Test Hole Information: Elevation / Survey Information: Elevation at hub & tack / Pk: 276.26' Located By: Benchmark Elevation Existing grade depth @ top of utility: 1.76' Accumark, Inc. 291.22' (Pt. #101) Elevation at top of utility: 274.50' Northing: Easting: Elevation: Elevation at bottom of utility: N/A 7052253.2952 11801967.0693 276.26' Existing Station: Offset: Cover (Top): Grade N/A N/A 1.76' Notes: Cover (Bottom): N/A Nail set over center of utility configuation. ([FDYDWLRQWHUPLQDWHGDW “GXHWRKDUGVRLO Drawn Facing: Utility Width: conditions. Electronic information indicates Southeast “ other utilities are present below.

Site Diagram / Location Details: Scale: (NTS)

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LMB 07/27/16 ACCUMARK, INC. (800) 542-2990 This form and it's contents are protected by copyright, 2016 Utility Test Hole Report - Quality Level "A"

Test Hole #: 3 Project Numbers: NV16-065 Project Name: Sugarland Road THs Project Location: Loudoun County, Client: Burgess & Niple Virginia.

LMB 07/27/16 ACCUMARK, INC. (800) 542-2990 This form and it's contents are protected by copyright, 2016

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