1374744dwg20of27_Vol2-Sht 253-281.pdf

PDF 19 MB Posted Jul 15, 2020

Attached to: CON- Firm-Fixed Price (FFP) contract for a Design-Bid-Build (DBB) construction project for P1346B/P1280B, Birch Street Road Improvements/Birch Street North at Marine Corps Base Camp Lejeune, North Carolina.
Solicitation number: N4008519R9146
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details of a federal solicitation for construction services. The solicitation is number N4008519R9146 issued by the Department of the Navy Naval Facilities Engineering Command for a firm-fixed price design-bid-build construction contract. The project involves road improvements to Birch Street and Birch Street North at Marine Corps Base Camp Lejeune in North Carolina. Interested offerors should review the solicitation for additional requirement details. The closing date is not specified in this document.

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Other files

File	Type	Posted
N4008519R914600004.pdf	PDF	Aug 19, 2020
N4008519R914600003.pdf	PDF	Aug 17, 2020
Copy of P1346B-1280B-PPI 28 31 Amend 3 Attach 2.xlsx	XLSX spreadsheet	Aug 17, 2020
01 78 30.00 22 _ July2020 Amend3 Attach 1.pdf	PDF	Aug 17, 2020
(2) P1346B-1280B-Pre-Proposal-Inquiry-Log.xlsx	XLSX spreadsheet	Aug 17, 2020
N4008519R914600002.pdf	PDF	Aug 17, 2020
P1346B-1280B-Pre-Proposal-Inquiry-Log.xlsx	XLSX spreadsheet	Aug 17, 2020
P1280B Site Visit Sign-In.pdf	PDF	Aug 14, 2020
GI111.pdf	PDF	Aug 14, 2020
P1346B-1280B-Pre-Proposal-Inquiry-Log MASTER Thru 1200 - 8-10-2020 w PM.xlsx	XLSX spreadsheet	Aug 14, 2020
GI110.pdf	PDF	Aug 14, 2020
CP705.pdf	PDF	Aug 14, 2020
N4008519R9146P00001.pdf	PDF	Jul 21, 2020
1374744dwg08of27_Vol1-Sht 91-101.pdf	PDF	Jul 15, 2020
1374744dwg11of27_Vol1-Sht 161-180.pdf	PDF	Jul 15, 2020
1374744dwg17of27_Vol2-Sht 232-240.pdf	PDF	Jul 15, 2020
1374744dwg24of27_Vol3-Sht 389-425.pdf	PDF	Jul 15, 2020
1374744dwg16of27_Vol2-Sht 213-231.pdf	PDF	Jul 15, 2020
1374744dwg18of27_Vol2-Sht 241-246.pdf	PDF	Jul 15, 2020
1374744dwg26of27_Vol3-Sht 466-508.pdf	PDF	Jul 15, 2020
1374744dwg21of27_Vol2-Sht 282-330.pdf	PDF	Jul 15, 2020
1374744dwg01of27_Vol1-Sht 1-13.pdf	PDF	Jul 15, 2020
1374744dwg13of27_Vol2-Sht 190-195.pdf	PDF	Jul 15, 2020
1374744spc01of01.pdf	PDF	Jul 15, 2020
1374744dwg12of27_Vol1-Sht 181-189.pdf	PDF	Jul 15, 2020
1374744dwg06of27_Vol1-Sht 64-76.pdf	PDF	Jul 15, 2020
1374744dwg22of27_Vol2-Sht 331-370.pdf	PDF	Jul 15, 2020
1374744dwg03of27_Vol1-Sht 31-34.pdf	PDF	Jul 15, 2020
1374744dwg07of27_Vol1-Sht 77-90.pdf	PDF	Jul 15, 2020
1374744dwg23of27_Vol2-Sht 371-388.pdf	PDF	Jul 15, 2020
1374744dwg27of27_Vol3-Sht 509-547.pdf	PDF	Jul 15, 2020
1374744dwg05of27_Vol1-Sht 50-63.pdf	PDF	Jul 15, 2020
1374744dwg25of27_Vol3-Sht 426-465.pdf	PDF	Jul 15, 2020
1374744dwg04of27_Vol1-Sht 35-49.pdf	PDF	Jul 15, 2020
1374744dwg19of27_Vol2-Sht 247-252.pdf	PDF	Jul 15, 2020
1374744dwg14of27_Vol2-Sht 196-201.pdf	PDF	Jul 15, 2020
1374744dwg15of27_Vol2-Sht 202-212.pdf	PDF	Jul 15, 2020
1374744dwg02of27_Vol1-Sht 14-30.pdf	PDF	Jul 15, 2020
1374744dwg09of27_Vol1-Sht 102-123.pdf	PDF	Jul 15, 2020
1374744dwg10of27_Vol1-Sht 124-160.pdf	PDF	Jul 15, 2020
Attachment C Past Performance Questionaire.pdf	PDF	Jul 15, 2020
Attachment D Price Proposal Form.docx	DOCX document	Jul 15, 2020
RFP N4008519R9146.pdf	PDF	Jul 15, 2020
Attachment A Pre-Proposal Inquiry Log.xls	XLS spreadsheet	Jul 15, 2020
2ATTACHMENT B Construction Design Exp.docx	DOCX document	Jul 15, 2020

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N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

NOT TO SCALE

TRUCK MOUNTED ATTENUATOR

NOT TO SCALE

PORTABLE CONCRETE BARRIER

NOT TO SCALE

PORTABLE CONCRETE BARRIER

NOT TO SCALE

PORTABLE CONCRETE BARRIER ANCHORED

TC508

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

NOT TO SCALE

PORTABLE CONCRETE BARRIER ANCHORING METHODS

NOT TO SCALE

SKINNY DRUMS

TC509

C S X

C R E E K

M c

STREET

C R E E K

CU501

CU502

CU500

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

1" = 500'

OVERALL UTILITY PLAN

1. LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING

UTILITIES.

2. CONTRACTOR SHALL CALL LOCAL LOCATE COMPANY TO HAVE THE EXISTING

UTILITY LOCATIONS MARKED IN ADVANCE OF BEGINNING WORK.

3. ALL SURFACE RESTORATION SHALL RESTORE EXISTING GRADE AND

CONDITION IN AS GOOD OR BETTER CONDITION.

4. CONTRACTOR SHALL POTHOLE AND EXPOSE ALL TIE-IN AND EXISTING UTILITY

CROSSING LOCATIONS IN ADVANCE OF TRENCHING ACTIVITIES TO CONFIRM

MATERIAL, OUTSIDE DIAMETER, AND ELEVATION OF EXISTING UTILITIES.

NECESSARY ADJUSTMENTS SHALL BE PROPOSED TO AND APPROVED BY THE

OWNER OR OWNER REPRESENTATIVE, CONTRACTOR SHALL RECORD ALL

EXISTING UTILITY SIZES AND ELEVATIONS ON AS-BUILT DRAWINGS.

5. CONTRACTOR SHALL TAKE ALL APPROPRIATE STEPS TO MAINTAIN CONTINUAL

SERVICE OF EXISTING UTILITIES.

6. CONTRACTOR SHALL SUPPORT ALL EXISTING EXPOSED UTILITIES DURING

CONSTRUCTION TO MAINTAIN "IN-OPERATION-CONDITION'. METHOD OF

CROSSING AND/OR SUPPORT SHALL BE APPROVED BY THE UTILITY OWNER.

COSTS FOR SUPPORTING UTILITY LINES SHALL BE CONSIDERED SUBSIDIARY

TO CONSTRUCTION COSTS.

7. CONTRACTOR SHALL PROVIDE CONTINUOUS PROTECTION AGAINST THE

ENTRANCE OF DRAINAGE INTO EXCAVATIONS.

8. CONTRACT DRAWINGS SHOW THE GENERAL PIPING LAYOUT. CONTRACTOR

SHALL ROUTE PIPING AS SHOWN WHEN POSSIBLE. POTHOLING FINDINGS MAY

REQUIRE APPROVED FIELD ROUTING.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPAIRING ALL

DAMAGE CAUSED BY THEIR ACTIVITIES. ALL REPAIRS SHALL BE TO "AS GOOD

OR BETTER" CONDITION AND BE ACCEPTABLE TO OWNER.

10. CONTRACT SHALL FURNISH, AT NO ADDITIONAL COST TO THE OWNER, ANY

BENDS OR FITTINGS NECESSARY TO MAKE APPROVED HORIZONTAL OR

VERTICAL ADJUSTMENTS WHICH CAN NOT BE MADE BY JOINT DEFLECTIONS

WITHIN THE LIMITS SPECIFIED BY THE PIPE MANUFACTURERS.

11. CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY BLOW-OFF

ASSEMBLIES, FITTINGS, AND RESTRAINING DEVICES NECESSARY FOR

TEMPORARY CONNECTIONS, FLUSHING, PRESSURE TESTING, CHLORINATION,

AND DECHLORINATION OF THE NEW WATER LINES. COSTS FOR TEMPORARY

FEATURES SHALL BE CONSIDERED SUBSIDIARY TO CONSTRUCTION COSTS.

THE CONTRACTOR SHALL REMOVE TEMPORARY FEATURES IN AN APPROVED

MANNER PRIOR TO PLACING NEW LINES IN SERVICE.

12. CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR APPROVAL FOR THE

THE SCHEDULED WATER MAIN/TRANSMISSION MAIN SHUT DOWNS PRIOR TO

BEGINNING LINE WORK. CONTRACTOR SHALL PROVIDE OWNER AT LEAST 72

HOURS NOTICE IN ADVANCE OF APPROVED SCHEDULED WATER

MAIN/TRANSMISSION MAIN SHUT DOWNS.

13. CONTRACTOR SHALL REMOVE EXISTING FENCE, GATES, ASPHALT AND

CONCRETE SURFACING, CURB AND GUTTER, DRAINAGE CULVERTS AND

ASSOCIATED APPURTENANCES LOCATED ON THE LIMITS OF WORK AS

REQUIRED TO PERFORM AND COMPLETE THIS WORK. RESTORE ALL REMOVED

OR DAMAGED ITEMS TO CONDITION EQUAL TO OR BETTER THAN CONDITION

AFTER COMPLETION OF WORK. THE COSTS FOR APPURTENANCE REMOVAL,

DISPOSAL AND REPLACEMENT SHALL BE SUBSIDIARY TO PIPE INSTALLATION

COSTS.

14. CONTRACTOR SHALL PROVIDE PROTECTION TO PREVENT UNDERMINING OR

DAMAGING THE STRUCTURAL INTEGRITY OF ALL POWER POLES, FENCES,

RETAINING WALLS, STREET SIGNS, OR OTHER EXISTING APPURTENANCES IN

THE AREA OF WORK. CONTRACTOR SHALL COORDINATE WITH THE OWNING

UTILITIES TO SUPPORT AND PROTECT EXISTING POWER POLES WHERE

NECESSARY.

15. CONTRACTOR SHALL TAKE ALL THE REQUIRED STEPS NECESSARY TO

PREVENT THE ENTRANCE OF RUNOFF AND SEDIMENTS FROM THE WORK ZONE

INTO WATER COURSES, DRAINAGE SWALES, OR THE EXISTING STORM WATER

CONVEYANCE SYSTEM.

16. CONTRACTOR SHALL REPLACE EXISTING DRAINAGE CONDUITS DAMAGED BY

WORK, MATCHING SIZE AND MATERIAL. DAMAGED CONDUITS SHALL BE

DISPOSED OF AT AN APPROVED OFF-SITE FACILITY BY THE CONTRACTOR AT

THE CONTRACTOR'S EXPENSE.

17. ALL FIRE HYDRANT BRANCHES SHALL BE RESTRAINED USING APPROVED

RESTRAINING DEVICES. HYDRANTS SHALL BE INSTALLED SO THAT THE

CENTERLINE OF THE OUTLET NOZZLE IS BETWEEN 18" AND 21" ABOVE FINISHED

GRADE, AND SO THAT THERE IS A MINIMUM CLEAR AREA OF 5' IN EACH

DIRECTION TO ALLOW OPERATION OF THE HYDRANT.

18. CONTRACTOR SHALL VERIFY THE OUTSIDE DIAMETER OF THE EXISTING WATER

MAINS PRIOR TO CONNECTION. PROVIDE SOLID SLEEVES AS REQUIRED.

GENERAL UTILITY NOTES

SCALE IN FEET

500' 1,000'

CU100

M c

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

KEY PLAN

GENERAL NOTES

1. SEE SHEET CU100 FOR GENERAL UTILITY

NOTES.

2. SEE SHEET CU502 FOR UTILITY DETAILS.

3. SEE CP101 FOR STORMWATER PIPING AND

STRUCTURE IMPROVEMENTS.

1. RELOCATE (2) EXISTING FIRE HYDRANTS

12' FURTHER FROM CURRENT LOCATION

TO LOCATION SHOWN, PROVIDE 6"

DUCTILE IRON PIPE WITH NEW 6" WATER

VALVES.

2. BOLLARD (TYP OF 8)

WORK NOTES

1" = 20'

UTILITY PLAN

SCALE IN FEET

20' 40'

LIMIT OF CONSTRUCTION (TYP)

CU101

SEE GENERAL NOTE 3

25.00

24.00

22.00

23.00

19.00

17.00

16.0

6" SDR 26 PVC UNDERDRAIN

COLLECTOR PIPE (TYP) @ 0.50%

(MIN)

CLEANOUT (TYP OF 9)

SEDIMENT CHAMBER

BOTTOM ELEV = 20.50

BERM

SAND CHAMBER

BOTTOM ELEV = 21.50

SPILLWAY

6" PERFORATED

UNDERDRAIN LATERAL

PIPE (TYP)

EMERGENCY

SPILLWAY

STABILIZE DISTURBED PORTION OF

CHANNEL WITH STABILIZATION

MATTING UPON REMOVAL EXISTING

SLUICE GATE AND GRADING

OPERATIONS.

POINT TABLE

POINT #

DESCRIPTION

BOTTOM

TOP

INVERT

TOP

ELEV

20.50

21.50

18.00

18.50

23.00

23.50

19.44

23.50

57.42

23.50

54.19

23.50

54.19

23.50

23.00

NORTH

340502.27

340504.94

340525.59

340522.02

340481.87

340489.07

340516.71

340509.52

340544.93

340551.42

340556.46

340531.74

340539.29

340493.54

340519.49

340517.10

340519.76

340528.12

340476.39

340502.72

340508.38

340533.60

340535.75

340524.80

340512.01

340506.36

340476.06

340515.42

340527.65

340539.10

340547.16

340576.81

340576.30

340567.82

340555.14

340552.66

340553.22

340551.55

340546.73

340539.67

EAST

2500422.46

2500420.09

2500436.13

2500444.67

2500436.58

2500430.19

2500461.28

2500467.68

2500466.37

2500450.82

2500450.98

2500481.38

2500489.87

2500426.21

2500455.43

2500468.96

2500471.95

2500481.35

2500433.43

2500410.02

2500410.37

2500429.92

2500435.15

2500461.37

2500473.49

2500473.16

2500439.08

2500475.81

2500464.94

2500437.51

2500433.77

2500446.34

2500453.29

2500460.83

2500477.76

2500485.66

2500502.85

2500506.75

2500511.03

2500510.62

C R E E K

KEY PLAN

FILTER SAND NOTE:

THE FILTER SAND MUST BE CLEANED, WASHED

COARSE MASONRY SAND, ASTM C33. THE SAND

PARTICLES MUST BE LESS THAN 2MM AVERAGE

DIAMETER.

CLEANOUT NOTE:

ALL CLEANOUTS MUST HAVE A SCREWED CAP THAT

IS SET 6" ABOVE THE #57 STONE SURFACE

ELEVATION.

GENERAL NOTES:

1 ALL AREAS NOT PAVED OR SHOWN TO HAVE

GRAVEL SHALL HAVE 4" TOPSOIL AND

CENTEPEDE SOD APPLIED.

2 REFER TO CS203 FOR LAYOUT.

3 REFER TO CG203 FOR DRAINAGE

IMPROVEMENTS IN THIS AREA.

4 REFER TO CC203 FOR EROSION AND

SEDIMENT CONTROL IN THIS AREA.

PLAN

NORTH

SAND FILTER AND DETENTION POND #1 PLAN

PLAN

NORTH

1" = 10'

CU500

SAND FILTER #1 - SECTION A-A

N.T.S.

20.50

TOPSOIL &

SOD

57 STONE BERM,

TOP ELEV = TEMPORARY WATER

SURFACE ELEV 23.00

21.50

3 INCHES STONE

IMPERMEABLE LINER, PROVIDE 30 MIL SMOOTH

POLYVINYL CHLORIDE GEOMEMBRANE LINER.

LINER TO EXTEND FULL AREA WITHIN TOP OF

BANK OF SAND FILTER ONLY

23.00

PLAN

NORTH

SCALE IN FEET

10' 20'

SAND FILTER #1

N.T.S.

3:1 SLOPE

(MAX)

SEDIMENT

CHAMBER

SAND

FILTER

21.50

SPILLWAY - SECTION

N.T.S, SAND FILTER #1

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

23.00

RIP-RAP ARMORING

N.T.S.

INV = 19.44

18" (MIN) ASTM C33 CLEAN

WASHED SAND

3:1 SLOPE (MAX)

23.50

CLEANOUT (TYP) SEE

DETAIL D1 SHEET

CU502

GEOTEXTILE FILTER FABRIC

6" THICK SAND

BEDDING

SEE PLAN

GROUTED RIPRAP

(12"D )

18"

12" RCP

21.80

INV = 17.85

GEOTEXTILE FILTER

FABRIC

6" THICK SAND

BEDDING

EXISTING TOP OF BANK

ELEV = 20.6

I N

WIDTH VARIES

GEOTEXTILE FILTER

FABRIC

6" THICK SAND

BEDDING

X X X X

* SEE PLAN FOR SPILLWAY WIDTHS

GROUTED RIPRAP

6" PERFORATED

PIPE

I N

ELEV = 19.75

ELEV = 21.25

ELEV = 21.50

IN-SITU SOIL

BOTTOM OF BASIN

I N

S T

C L E

H E

S A

N D

3" #57 STONE

SHWT ELEV = 15.0'±

X X X X X

3:1 SLOPE

(MAX)

15"R C

6" SDR 26 PVC UNDERDRAIN

COLLECTOR PIPE (TYP) @

0.50% (MIN)

19.75

713A

12" SEDIMENT

STORAGE

3.0'

TOP SOIL AND SOD

4.0'

7.0'

3:1 SLOPE (MAX)

DETENTION BASIN

INV = 17.85

EMERGENCY SPILLWAY

ELEV = 21.65

12"R C

3:1 SLOPE (MAX)

2-YR STORM ELEV = 19.35

10-YR STORM ELEV = 21.50

50-YR STORM ELEV = 21.99

BOTTOM OF POND ELEV = 18.00

OUTLET STRUCTURE 713A

TOP OF STRUCTURE

ELEV = 21.55

4" DRAW DOWN ORIFICE SET

AT INV = 18.00 WITH DEBRIS

RACK SURROUNDED WITH

RIPRAP (D50 = 6")

OUTLET PIPE

INV = 18.00

6.0'

14.2'

C R E E K

STREET

C R E E K

# POINT TABLE

POINT #

DESCRIPTION

TOP OF BANK

BOTTOM OF BANK

BOTTOM OF POND

ELEV

23.00

18.60

NORTH

341137.02

341202.64

341229.03

341263.03

341269.59

341213.98

341192.39

341153.23

341152.70

341150.76

341217.31

341220.48

341254.48

341255.27

341199.66

341197.07

EAST

2499564.49

2499474.51

2499468.08

2499486.97

2499516.07

2499594.01

2499601.67

2499596.98

2499579.38

2499575.49

2499484.23

2499483.46

2499502.36

2499505.85

2499583.79

2499584.71

24.00

23.00

22.00

23.00

22.0

23.00

24.00

C P

410B

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

PLAN

NORTH

KEY PLAN

GENERAL NOTES:

1 ALL AREAS NOT PAVED OR SHOWN TO HAVE

GRAVEL SHALL HAVE 4" TOPSOIL AND

CENTEPEDE SOD APPLIED.

2 REFER TO CS115 AND CS201 FOR LAYOUT.

3 REFER TO CG115 AND CG201 FOR DRAINAGE

IMPROVEMENTS IN THIS AREA.

4 REFER TO CC115 AND CG201 FOR EROSION

AND SEDIMENT CONTROL IN THIS AREA.

PLAN

NORTH

DETENTION POND - PLAN

PLAN

NORTH

1" =20'

CU501

DETENTION

POND

DETENTION POND CONSTRUCTION SEQUENCE

1. GRADE BASIN PER PLAN.

2. INSTALL OUTLET PIPE.

3. INSTALL PRECAST DRAINAGE STRUCTURE WITH

ALL OPENINGS COVERED WITH SOLID METAL

PLATES.

4. INSTALL TEMPORARY DEWATERING DEVICE.

5. REMOVE ACCUMULATED SEDIMENT WHEN LEVEL

REACHES CLEANOUT ELEVATION AS MARKED ON

RISER.

6. STABILIZE CONTRIBUTING DRAINAGE AREA.

7. AFTER STABILIZATION, CONVERT TEMPORARY

SEDIMENT BASIN TO THE PERMANENT

STORMWATER MANAGEMENT BASIN:

A. REMOVE ALL ACCUMULATED SEDIMENT IN

BASIN.

B. REMOVE TEMPORARY DEWATERING DEVICE.

C. REMOVE TEMPORARY METAL PLATES

COVERING ORIFICE.

D. INSTALL METAL DEBRIS RACK.

E. PERMANENTLY SEED BASIN.

2-YR STORM ELEV = 19.73

10-YR STORM ELEV = 20.71

TOP OF BANK

ELEV = 23.00

POND SIDE

SLOPE

50-YR STORM ELEV = 21.72

BOTTOM OF POND ELEV = 18.60

15" RCP OUTLET PIPE

INV = 18.60

TOP OF STRUCTURE

ELEV = 21.50

OUTLET STRUCTURE 604B

6" DRAW DOWN ORIFICE

SET AT INV = 18.60

WITH DEBRIS RACK

1'-0" (MIN) FREEBOARD

TOP OF BANK

ELEV = 23.00

DETENTION POND - SECTION B-B

NOT TO SCALE

SCALE IN FEET

20' 40'

DETENTION POND

23.5

DENOTES LIMITS OF

DISTURBANCE

C R E E K

STREET

C R E E K

POINT TABLE

POINT #

DESCRIPTION

SPILLWAY

TOP OF EMBANKMENT

SPILLWAY

TOP OF EMBANKMENT

SPILLWAY

TOP OF BANK

ELEV

22.20

23.50

22.20

23.50

22.20

23.50

NORTH

340768.94

340774.29

340781.34

340783.05

340764.88

340758.44

340746.96

340746.91

340739.92

340708.36

340699.41

340692.22

340657.13

340666.01

340699.30

340725.07

340773.88

340776.53

EAST

2500234.82

2500233.81

2500239.02

2500246.83

2500270.76

2500271.40

2500261.33

2500255.47

2500267.61

2500267.86

2500259.19

2500248.81

2500168.12

2500150.90

2500143.86

2500151.97

2500207.07

2500216.35

24.00

24.

20.00

24.

.00

23.0 022.00

21.00

20.00

.00

15.00

20.00

24.00

20.00

21.00 22.00

23.00

24.00

24.

20.00

24.

.00

23.0 022.00

21.00

20.00

.00

15.00

20.00

24.00

20.00

21.00 22.00

23.00

SILT FENCE

TITLE KEY SYMBOL

CC505

DETAIL

INLET

PROTECTION

SPEC 6.52

CC502

SOIL

STABILIZATION

BLANKET

B/M B/M

4" TOPSOIL AND CENTIPEDE SOD

LIMIT OF DISTURBANCE

CC504

DRAINAGE FLOW ARROW

OUTLET

PROTECTION

SPEC 6.41

CULVERT INLET

PROTECTION

CIP

CC503

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

PLAN

NORTH

KEY PLAN

GENERAL NOTES:

1 ALL AREAS NOT PAVED OR SHOWN TO HAVE

GRAVEL SHALL HAVE 4" TOPSOIL AND

CENTEPEDE SOD APPLIED.

2 REFER TO CG202 AND CG203 FOR DRAINAGE

IMPROVEMENTS IN THIS AREA.

3 REFER TO CC202 AND CC203 FOR EROSION

AND SEDIMENT CONTROL IN THIS AREA.

PLAN

NORTH

MODIFIED WENDY'S - TACO BELL POND - PLAN

PLAN

NORTH

1" =20'

CU502

POND

SCALE IN FEET

20' 40'

MODIFIED EMBANKMENT - SECTION B-B

N.T.S.

MODIFIED EMERGENCY SPILLWAY - SECTION A-A

N.T.S, 30'

GEOTEXTILE FILTER

FABRIC

6" THICK SAND

BEDDING

X X X X

* SEE PLAN FOR SPILLWAY WIDTHS

GROUTED RIPRAP

MODIFIED

EMERGENCY

SPILLWAY

ELEV = 22.20

15" R C

3:1 SLOPE

(MAX)

MODIFIED TOP OF EMBANKMENT = 23.50

EXISTING OUTLET STRUCTURE

TOP OF STRUCTURE

ELEV = 22.11

EXISTING OUTLET PIPE

INV = 19.54

WIDTH VARIES

(6.0' MIN.)

WIDTH VARIES

(17.3 MIN)

TOP OF GRATE/STATE STORAGE = 22.11

EXISTING NORMAL WSEL = 20.37

CHANNEL

OUTLET

PROTECTION

PLAN

NORTH

PLAN

NORTH

1" =20'

SCALE IN FEET

20' 40'

MODIFIED WENDY'S - TACO BELL POND - PLAN

MODIFIED TOP OF

BANK ELEV = 23.50

EXISTING WET POND

EXISTING

FOREBAY

MODIFIED EMERGENCY

SPILLWAY ELEV = 22.20

EXISTING PERMANENT

POOL ELEV = 20.37

IP2

LEGEND

REMOVE EXISTING RIPR-RAP

PRIOR TO PREPARING AREA

FOR NEW SPILLWAY

RIPR-RAP TO BE REMOVED

I N

A X

V A

R I E

2" SQUARE OPERATING NUT

6" DIA BOX SHAFT

1/4" STEEL GRAVEL SHIELD DIA

SHALL BE 1/2" LESS THAN BOX SHAFT I.D.

BASE SHALL FULLY HOUSE

OPERATING NUT AND EXTEND 2"

MINIMUM BELOW BASE OF OPERATING

NUT

PIPE

EMBEDMENT

MATERIAL

1" DIA COLD ROLLED STEEL OR 1

1/2" DIA HEAVY STEEL PIPE SHAFT

EXTENSION STEM

OPERATOR EXTENSION

COVER SHALL BE STAMPED "WATER"

OR PER LOCAL STANDARD

FINISH GRADE

1. VALVE BOX COVERS LOCATED IN PAVED AREAS SHALL BE H-20 TRAFFIC RATED.

2. VALVE BOX SHALL NOT REST ON OPERATING ASSEMBLY.

3. CONCRETE COLLAR MAY BE LOWERED ON RISER ASSEMBLY TO ACCOMMODATE SPECIAL

FINISH GRADING.

4. VALVE BOX SHALL BE PAINTED WITH HEAVY COAT OF BITUMINOUS PAINT.

5. A CORROSIVE RESISTANT DEBRIS CAP SHALL BE INSTALLED TO PREVENT DEBRIS FROM

PASSING AROUND THE CAP AND DOWN INTO THE VALVE HOUSING. THE CAP SHALL BE HELD IN

PLACE BY A MECHANISM WHICH WILL NOT DAMAGE THE VALVE HOUSING. CAP SHALL BE

CONSTRUCTED TO ALLOW THE DEVICE TO BE SECURED BY A LOCK. HANDLE AND BODY OF THE

CAP SHALL BE INTEGRALLY COLORED AS REQUIRED BY LOCAL STANDARDS.

NOTES:

#10 BAR ALL AROUND (6" LAP)

NOTES:

1. CONTRACTOR SHALL PROVIDE FIRE HYDRANTS

MANUFACTURED BY KENNEDY MFG. COMPANY OR

APPROVED EQUAL.

2. FIRE HYDRANT SHALL CONFORM TO AWWA 502 AND AS

SPECIFIED.

3. PROVIDE COMPRESSION TYPE MAIN VALVE DESIGNED TO

OPEN AGAINST PRESSURE. VALVE FACINGS SHALL BE OF

NONTOXIC MATERIALS SUITABLE FOR POTABLE WATER

SERVICE.

4. PROVIDE INTERNAL MAIN VALVE SEAT OPENING OF NOT

LESS THAN 5 IN. DIAMETER.

5. DESIGN TO OPEN IN ACCORDANCE WITH BASE STANDARD.

6. PROVIDE DRY-TYPE BONNET WITH LUBRICANT

RESERVOIR PROTECTED BY O- OR QUAD-RING SEALS.

7. PROVIDE MECHANICAL JOINT BELL ON SHOE.

8. FURNISH FOR MINIMUM BURY DEPTH OF 4 FT. INCLUDE

EXTENSIONS AS REQUIRED FOR BLOW-OFFS.

9. FURNISH WITH TWO 2-1/2 IN. HOSE NOZZLES WITH NFPA

1963 STANDARD THREADS AND ONE 4-1/2 IN. PUMPER

NOZZLE WITH BALTIMORE CITY THREADS (5.395x4).

NOZZLE CAPS SHALL BE CHAINED TO HYDRANT.

10. PROVIDE TRAFFIC BREAK-OFF JOINT LOCATED ABOVE

AND NEAR GROUND SURFACE DESIGNED TO MINIMIZE

ACCIDENT REPAIRS.

11. PAINT IN ACCORDANCE WITH BASE STANDARD.

12. COAT EXPOSED INTERIOR FERROUS METAL SURFACES

TO CONFORM TO AWWA C550.

36"36"

B U

R Y

T H

A X

M I N

24" MIN

PLAN

BACKFILL AS

SPECIFIED

2" MIN, 4" MAX

1 C.Y. (MIN) PIPE

BEDDING MATERIAL

AROUND HYDRANT

CONCRETE

THRUST BLOCK

CRUSHED ROCK

DRAIN BED

MJ SHOE ON HYDRANT

GATE VALVE

THRUST BLOCK

ROTATE AS INDICATED

ON PLAN

FINISH GRADE

6" SERVICE LINE

CENTERLINE

MAIN

FIRE HYDRANT

BREAKAWAY FLANGE

HYDRANT HOLES SHALL NOT

BE COVERED WITH CONCRETE

BOLLARD (TYP OF 4)

I N

16" X 16" MIN

CONCRETE PAD

#10 BAR ALL

AROUND (6" LAP)

VALVE BOX

NOTES:

1. MAXIMUM AND MINIMUM TRENCH WIDTHS AREA 2'-0"

BY 1'-2" FOR 4" Ø PIPE AND 2'-8" BY 1'-6" FOR 8" Ø PIPE,

MEASURED 1 FOOT ABOVE THE TOP OF THE PIPE.

SEE PAVEMENT RESTORATION

DETAIL FOR RESTORATION OF

PAVEMENT

SUITABLE MATERIAL

(NON-PAVEMENT AREAS)

AGGREGATE BACKFILL

MATERIAL (PAVEMENT

AREAS)

BEDDING MATERIAL

OD/4

MIN

12" DIA

CONCRETE FOOTING

1" CROWN

SCHEDULE 40 STEEL PIPE

4" DIAMETER-

FILL POST WITH CONCRETE

GRADE SURFACE

3" DOME

BLACK & YELLOW STRIPES.

PAINT 4" WIDE ALTERNATING

CLEANOUT

N.T.S.

4" REMOVABLE

THREADED PLUG

FLUSH WITH FINAL

GRADE

PLUG AT END

OF LINE

6" PERF

4" CAST IRON

PIPE

OUTLET STRUCTURE - 713A

N.T.S.

5'-4"

HINGED

GATE

PLAN

9" 3"3"

12"

FLOW

3 #4 CONT

#5 @ 9" EACH

WAY MIDDLE OF

WALL ALL SIDES

COMPACTED SUBGRADE

4'-0" 8" 8"

FINISHED

GRADE

RIM EL = 21.50

SECTION

METAL DEBRIS

RACK, SEE DETAIL

THIS SHEET

BOTTOM OF BASIN

ELEV = 18.00

4" DRAW DOWN

ORIFICE SET AT

INV = 18.00

SURROUND DEBRIS RACK

WITH RIPRAP (D50 = 6")

BOLLARD

N.T.S.

WATER VALVE BOX

N.T.S.

TRENCH DETAIL (CONC & DI PIPE)

N.T.S.

FIRE HYDRANT AND VALVE

N.T.S.

OUTLET STRUCTURE - 604B

N.T.S.

METAL DEBRIS RACK

N.T.S.

5'-4"

HINGED

GATE

PLAN

9" 3"3"

12"

FLOW

3 #4 CONT

#5 @ 9" EACH

WAY MIDDLE OF

WALL ALL SIDES

COMPACTED SUBGRADE

4'-0" 8" 8"

FINISHED

GRADE

RIM EL = 21.50

SECTION

METAL DEBRIS

RACK, SEE DETAIL

THIS SHEET

BOTTOM OF BASIN

ELEV = 18.60

6" DRAW DOWN

ORIFICE SET AT

INV = 18.60

N A

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

CU503

1/4 "

DETAIL FOR DEBRIS RACK HOLDER

MIN.

SIDE VIEW

1'-0 1/2 "

M I N

TOP VIEW

I N

SIDE VIEW

1/4

R 1/4 "

2 3/4 "

1 1/4 "

1/4 "

FRONT VIEW

3/4 " DIA.

HOLE

1 1/2 "

NOTES:

1. DEBRIS RACK SHALL BE FABRICATED FROM WELDED 3/8 " DIAMETER

BARS. METAL COMPONENTS OF DEBRIS RACK MUST NOT BE

GALVANIZED.

2. DEBRIS RACK TO BE HINGED AS SHOWN OR CONTRACTOR MAY

SUBSTITUTE A COMPARABLE DESIGN AS APPROVED BY THE ENGINEER.

3. THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR

VARIABLE CONDITIONS. WHEN HOLDER BOLT IS LOCATED ON THE

METAL PLATE THE 1/2 " DIA. BOLT LENGTH IS TO BE REDUCED 1/4 LG.

AND WELDED TO THE PLATE. DEBRIS RACK HOLDER AND ALL

HARDWARE IS TO BE GALVANIZED.

SIDE VIEW OF BOLT WELDED

ON TO METAL PLATE

1/2 "x4" ADHESIVE BOLT, SELF-LOCKING HEX. NUT, FLAT WASHER.

1/2 "x1 1/4 "

BOLT

METAL

PLATE

DETAIL FOR METAL DEBRIS RACK

(FOR WATER QUALITY ORIFICE)

3/8 " DIA. BARS

NOT GALVANIZED

SEE NOTE 2

TOP TO BE HINGED TO ALLOW

ACCESS TO ORIFICE

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 202+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 202+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 203+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

N A

V A

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C O

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C H

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O A

P R

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E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS001

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 203+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 203+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -11.24

ELEV: 19.54

OFF: -15.24

ELEV: 19.22 OFF: 0.00

ELEV: 19.77

OFF: 10.67

ELEV: 19.56

OFF: 13.30

ELEV: 19.50

OFF: 17.30

ELEV: 19.18

OFF: 17.72

ELEV: 19.04

CROSS STREET - 203+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

2.0% 2.0%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS002

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -15.43

ELEV: 19.39

OFF: -15.35

ELEV: 19.42

OFF: -11.35

ELEV: 19.74

OFF: 0.00

ELEV: 19.97

OFF: 14.24

ELEV: 19.68

OFF: 18.24

ELEV: 19.36

OFF: 18.75

ELEV: 19.19

OFF: 10.81

ELEV: 19.75

CROSS STREET - 204+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

2.0% 2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -15.55

ELEV: 19.54

OFF: -15.26

ELEV: 19.64

OFF: -11.26

ELEV: 19.96

OFF: 0.00

ELEV: 20.18

OFF: 15.17

ELEV: 19.88

OFF: 19.17

ELEV: 19.56

OFF: 19.98

ELEV: 19.29

OFF: 10.90

ELEV: 19.97

CROSS STREET - 204+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

2.0% 2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -19.18

ELEV: 19.53

OFF: -18.38

ELEV: 19.79

OFF: -14.38

ELEV: 20.11

OFF: 0.00

ELEV: 20.40

OFF: 16.11

ELEV: 20.08

OFF: 20.11

ELEV: 19.76

OFF: 20.95

ELEV: 19.48

OFF: 10.86

ELEV: 20.19

OFF: -11.71

ELEV: 20.17

CROSS STREET - 204+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

2.0% 2.0%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS003

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -34.16

ELEV: 19.03

OFF: -32.09

ELEV: 19.59

OFF: -26.00

ELEV: 20.06

OFF: 0.00

ELEV: 20.58

OFF: 25.50

ELEV: 19.56

OFF: 34.98

ELEV: 19.22

OFF: 17.03

ELEV: 20.24

OFF: 33.21

ELEV: 19.05

OFF: 10.90

ELEV: 20.37

CROSS STREET - 204+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.0%

6.7%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -67.81

ELEV: 18.95

OFF: -26.00

ELEV: 20.15 OFF: 0.00

ELEV: 20.67

OFF: 17.94

ELEV: 20.31

OFF: 39.18

ELEV: 19.11

OFF: 10.90

ELEV: 20.46

CROSS STREET - 205+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.9%

2.0%

5.7%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -65.12

ELEV: 19.03

OFF: 42.49

ELEV: 19.49

OFF: -26.00

ELEV: 20.17

OFF: 0.00

ELEV: 20.69

OFF: 39.96

ELEV: 19.11

OFF: 18.14

ELEV: 20.32

OFF: 41.95

ELEV: 18.99

CROSS STREET - 205+05.43

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.9%

2.0%

5.5%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS004

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -55.58

ELEV: 18.70

OFF: -45.89

ELEV: 19.35

OFF: -26.00

ELEV: 20.21

OFF: 0.00

ELEV: 20.73

OFF: 10.77

ELEV: 20.52

OFF: 18.92

ELEV: 20.36

OFF: 18.93

ELEV: 20.86

OFF: 19.60

ELEV: 20.86

OFF: 22.26

ELEV: 20.57

OFF: 22.93

ELEV: 20.57

OFF: -52.60

ELEV: 19.12

CROSS STREET - 205+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

4.4%

2.0%

3.4%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -31.96

ELEV: 19.64

OFF: -30.52

ELEV: 20.11

OFF: -26.00

ELEV: 20.28

OFF: 0.00

ELEV: 20.80

OFF: 19.86

ELEV: 20.40

OFF: 19.86

ELEV: 20.90

OFF: 20.53

ELEV: 20.90

OFF: 23.20

ELEV: 20.41

OFF: 23.87

ELEV: 20.41

OFF: -27.37

ELEV: 20.20

OFF: 10.66

ELEV: 20.59

CROSS STREET - 205+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.7%

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -29.00

ELEV: 20.28

OFF: -26.00

ELEV: 20.34

OFF: -22.64

ELEV: 20.41

OFF: -30.22

ELEV: 19.67

OFF: 0.00

ELEV: 20.86

OFF: 20.80

ELEV: 20.44

OFF: 20.80

ELEV: 20.94

OFF: 21.47

ELEV: 20.94

OFF: 10.92

ELEV: 20.64

OFF: 24.13

ELEV: 20.28

OFF: 24.80

ELEV: 20.28

CROSS STREET - 205+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.0%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS005

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -29.00

ELEV: 20.35

OFF: -26.00

ELEV: 20.41

OFF: 0.00

ELEV: 20.93

OFF: 11.55

ELEV: 20.70

OFF: 23.55

ELEV: 20.46

OFF: 23.55

ELEV: 20.96

OFF: 24.22

ELEV: 20.95

OFF: 25.06

ELEV: 20.35

OFF: 25.73

ELEV: 20.35

OFF: 43.46

ELEV: 18.84

OFF: -32.58

ELEV: 18.55

OFF: -23.04

ELEV: 20.47

CROSS STREET - 206+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.0%

2.0% 2.0%

5.7%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -29.00

ELEV: 20.41

OFF: -26.00

ELEV: 20.47

OFF: 0.00

ELEV: 20.99

OFF: 22.67

ELEV: 20.53

OFF: 46.79

ELEV: 18.65

OFF: 11.87

ELEV: 20.75

OFF: -36.06

ELEV: 16.88

OFF: -21.63

ELEV: 20.56

CROSS STREET - 206+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 30.70

ELEV: 20.22

OFF: -29.00

ELEV: 20.47

OFF: -26.00

ELEV: 20.53

OFF: -19.24

ELEV: 20.67

OFF: 0.00

ELEV: 21.05

OFF: 11.85

ELEV: 20.81

OFF: 23.60

ELEV: 20.58

OFF: 36.70

ELEV: 19.51

OFF: -37.94

ELEV: 16.00

CROSS STREET - 206+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.0%

2.0% 2.0%

5.1%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS006

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 29.17

ELEV: 20.09

OFF: 28.54

ELEV: 20.30

OFF: 24.54

ELEV: 20.62

OFF: 11.86

ELEV: 20.88

OFF: 0.00

ELEV: 21.11OFF: -16.13

ELEV: 20.79

OFF: -29.00

ELEV: 20.53

OFF: -26.00

ELEV: 20.59

OFF: -40.07

ELEV: 16.00

OFF: -49.14

ELEV: 20.53

OFF: -38.07

ELEV: 16.00

CROSS STREET - 206+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.0%

2.0% 2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -29.00

ELEV: 20.60

OFF: -26.00

ELEV: 20.66

OFF: -12.56

ELEV: 20.93

OFF: 0.00

ELEV: 21.18

OFF: 11.70

ELEV: 20.94

OFF: 32.91

ELEV: 19.48

OFF: 30.37

ELEV: 20.33

OFF: 26.37

ELEV: 20.65

OFF: -33.76

ELEV: 18.22

CROSS STREET - 207+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -30.43

ELEV: 20.41

OFF: -26.43

ELEV: 20.73

OFF: -0.41

ELEV: 21.25

OFF: -10.31

ELEV: 21.05

OFF: 11.39

ELEV: 21.01

OFF: 28.78

ELEV: 20.66

OFF: 32.78

ELEV: 20.34

OFF: 38.01

ELEV: 18.60

OFF: -34.37

ELEV: 19.09

OFF: 0.00

ELEV: 21.24

CROSS STREET - 207+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

2.0% 2.0%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS007

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 207+75.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

OFF: 68.96

ELEV: 17.72

OFF: 62.51

ELEV: 19.87

OFF: 58.51

ELEV: 20.19

OFF: 50.51

ELEV: 20.35

OFF: 34.76

ELEV: 20.67

OFF: 11.33

ELEV: 21.14

OFF: -2.29

ELEV: 21.41OFF: -11.30

ELEV: 21.23

OFF: -28.30

ELEV: 20.89

OFF: -32.30

ELEV: 20.57

OFF: -34.38

ELEV: 19.88

OFF: -36.38

ELEV: 19.88

OFF: -39.75

ELEV: 21.00

OFF: 0.00

ELEV: 21.36

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 207+69.70

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

OFF: -39.24

ELEV: 21.00

OFF: -36.00

ELEV: 19.92

OFF: -34.00

ELEV: 19.92

OFF: -32.11

ELEV: 20.55

OFF: -28.11

ELEV: 20.87

OFF: -10.91

ELEV: 21.22

OFF: -2.09

ELEV: 21.39

OFF: 11.44

ELEV: 21.12

OFF: 34.05

ELEV: 20.67

OFF: 50.64

ELEV: 20.34

OFF: 58.64

ELEV: 20.18

OFF: 62.64

ELEV: 19.86

OFF: 69.22

ELEV: 17.66

OFF: 0.00

ELEV: 21.35

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 207+50.00

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

2.0% 2.0%

2.0%

OFF: -33.45

ELEV: 19.79

OFF: -31.37

ELEV: 20.49

OFF: -27.37

ELEV: 20.81

OFF: -10.42

ELEV: 21.15

OFF: -1.35

ELEV: 21.33

OFF: 11.45

ELEV: 21.07

OFF: 31.58

ELEV: 20.67

OFF: 51.49

ELEV: 20.27

OFF: 59.49

ELEV: 20.11

OFF: 63.49

ELEV: 19.79

OFF: 76.92

ELEV: 15.32

OFF: 0.00

ELEV: 21.27

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS008

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

CROSS STREET - 208+00.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

OFF: 67.92

ELEV: 18.23

OFF: 62.15

ELEV: 19.94

OFF: 58.15

ELEV: 20.26

OFF: 50.15

ELEV: 20.42

OFF: 34.79

ELEV: 20.73

OFF: 11.03

ELEV: 21.21

OFF: -3.22

ELEV: 21.49

OFF: -12.91

ELEV: 21.30

OFF: -29.24

ELEV: 20.97

OFF: -33.24

ELEV: 20.65

OFF: -36.18

ELEV: 19.67

OFF: -38.18

ELEV: 19.67

OFF: -42.16

ELEV: 21.00

OFF: 0.00

ELEV: 21.43

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 41.92

ELEV: 19.19

OFF: 38.02

ELEV: 20.48

OFF: 34.02

ELEV: 20.80

OFF: -4.16

ELEV: 21.57

OFF: -30.18

ELEV: 21.05

OFF: -34.18

ELEV: 20.73

OFF: -42.34

ELEV: 20.26

OFF: -39.97

ELEV: 19.47

OFF: -37.97

ELEV: 19.47

OFF: -14.15

ELEV: 21.37

OFF: 11.10

ELEV: 21.27

OFF: 0.00

ELEV: 21.49

CROSS STREET - 208+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 42.32

ELEV: 19.51

OFF: -35.12

ELEV: 20.81

OFF: -31.12

ELEV: 21.13

OFF: -5.10

ELEV: 21.65

OFF: 39.97

ELEV: 20.24

OFF: 34.03

ELEV: 20.87

OFF: -44.60

ELEV: 20.21

OFF: -41.77

ELEV: 19.26

OFF: -39.77

ELEV: 19.26

OFF: -15.77

ELEV: 21.44

OFF: 0.00

ELEV: 21.55

OFF: 11.57

ELEV: 21.32

CROSS STREET - 208+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS009

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 43.56

ELEV: 18.89

OFF: 38.03

ELEV: 20.73

OFF: 34.03

ELEV: 21.05

OFF: -7.92

ELEV: 21.89

OFF: -33.94

ELEV: 21.37

OFF: -37.94

ELEV: 21.06

OFF: -51.79

ELEV: 20.12

OFF: -47.27

ELEV: 18.61

OFF: -45.27

ELEV: 18.61

OFF: -21.41

ELEV: 21.62

OFF: 0.00

ELEV: 21.74

OFF: 12.58

ELEV: 21.49

CROSS STREET - 209+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 44.25

ELEV: 19.27

OFF: -37.00

ELEV: 20.97

OFF: -6.98

ELEV: 21.81

OFF: 34.03

ELEV: 20.99

OFF: 40.65

ELEV: 20.34

OFF: -33.00

ELEV: 21.29

OFF: -49.30

ELEV: 20.13

OFF: -45.41

ELEV: 18.84

OFF: -43.41

ELEV: 18.84

OFF: -19.87

ELEV: 21.56

OFF: 12.71

ELEV: 21.42

OFF: 36.28

ELEV: 20.72

OFF: 0.00

ELEV: 21.68

CROSS STREET - 209+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 34.03

ELEV: 20.93

OFF: -6.04

ELEV: 21.73

OFF: -32.06

ELEV: 21.21

OFF: -36.06

ELEV: 20.89

OFF: 61.38

ELEV: 20.04

OFF: -46.70

ELEV: 20.10

OFF: -43.57

ELEV: 19.06

OFF: -41.57

ELEV: 19.06

OFF: -18.00

ELEV: 21.50

OFF: 12.18

ELEV: 21.37

OFF: 0.00

ELEV: 21.61

CROSS STREET - 208+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. PVMT

EX. GRND

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

3.2%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS010

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 47.89

ELEV: 17.27

OFF: 38.03

ELEV: 20.80

OFF: 34.03

ELEV: 21.12

OFF: -9.35

ELEV: 21.98

OFF: -34.87

ELEV: 21.47

OFF: -38.87

ELEV: 21.15

OFF: -47.19

ELEV: 18.38

OFF: -49.19

ELEV: 18.38

OFF: -55.64

ELEV: 20.53

OFF: 55.89

ELEV: 19.27

OFF: 49.89

ELEV: 17.27

OFF: -22.59

ELEV: 21.72

OFF: 0.00

ELEV: 21.80

OFF: 12.69

ELEV: 21.55

CROSS STREET - 209+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

SPECIAL DITCH 1

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -57.03

ELEV: 20.15

OFF: -51.05

ELEV: 18.16

OFF: -49.05

ELEV: 18.16

OFF: -39.81

ELEV: 21.24

OFF: -35.81

ELEV: 21.56

OFF: 34.02

ELEV: 21.18

OFF: 38.02

ELEV: 20.86

OFF: -10.29

ELEV: 22.07

OFF: 48.64

ELEV: 17.30

OFF: 50.64

ELEV: 17.30

OFF: 56.48

ELEV: 19.25

OFF: -23.52

ELEV: 21.80

OFF: 0.00

ELEV: 21.86

OFF: 12.51

ELEV: 21.61

CROSS STREET - 209+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

SPECIAL DITCH 1

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 53.77

ELEV: 17.65

OFF: 38.01

ELEV: 20.92

OFF: 34.01

ELEV: 21.24

OFF: -11.23

ELEV: 22.15

OFF: -36.75

ELEV: 21.64

OFF: -40.75

ELEV: 21.32

OFF: -50.61

ELEV: 18.03

OFF: -52.61

ELEV: 18.03

OFF: -58.92

ELEV: 20.13

OFF: 60.70

ELEV: 19.29

OFF: 55.77

ELEV: 17.65

OFF: -23.95

ELEV: 21.90

OFF: 0.00

ELEV: 21.93

OFF: 12.27

ELEV: 21.68

CROSS STREET - 210+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

SPECIAL DITCH 1

2.0% 2.0%

2.0%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS011

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -55.84

ELEV: 20.18

OFF: -52.31

ELEV: 19.00

OFF: -50.31

ELEV: 19.00

OFF: -41.68

ELEV: 21.88

OFF: -37.68

ELEV: 22.20

OFF: -24.25

ELEV: 22.47

OFF: 34.00

ELEV: 21.30

OFF: 38.00

ELEV: 20.98

OFF: 43.71

ELEV: 19.08

OFF: 0.00

ELEV: 21.98

OFF: 11.89

ELEV: 21.75

OFF: -36.25

ELEV: 22.23

CROSS STREET - 210+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -54.00

ELEV: 20.14

OFF: -51.65

ELEV: 19.35

OFF: -49.65

ELEV: 19.35

OFF: -42.01

ELEV: 21.90

OFF: -38.01

ELEV: 22.22

OFF: -24.38

ELEV: 22.49

OFF: 34.00

ELEV: 21.33

OFF: 38.00

ELEV: 21.01

OFF: 43.21

ELEV: 19.27

OFF: -36.38

ELEV: 22.26

OFF: 0.00

ELEV: 22.01

OFF: 11.97

ELEV: 21.77

CROSS STREET - 210+33.97

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 2

2.0%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -46.40

ELEV: 19.99

OFF: -42.12

ELEV: 21.42

OFF: -38.12

ELEV: 21.74

OFF: 0.00

ELEV: 22.05

OFF: 35.18

ELEV: 21.53

OFF: 39.32

ELEV: 21.22

OFF: 43.41

ELEV: 19.92

OFF: -24.59

ELEV: 21.85

OFF: 13.16

ELEV: 21.85

CROSS STREET - 210+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

0.8%

1.5%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS012

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: -53.21

ELEV: 21.31

OFF: -52.72

ELEV: 21.43

OFF: -47.48

ELEV: 21.75

OFF: 0.00

ELEV: 22.16

OFF: 49.25

ELEV: 21.90

OFF: 55.19

ELEV: 21.64

OFF: 64.08

ELEV: 20.14

OFF: -28.45

ELEV: 21.92

OFF: 22.01

ELEV: 22.03

CROSS STREET - 210+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

4.4%

6.1

0.9% 0.5%

FEET

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 0.00

ELEV: 22.38

OFF: 65.00

ELEV: 22.47

OFF: -80.00

ELEV: 21.93

OFF: -51.79

ELEV: 22.06

CROSS STREET - 211+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

0.6%

0.1%

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 211+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

OFF: -80.00

ELEV: 22.36

OFF: 0.00

ELEV: 22.62

OFF: 65.00

ELEV: 22.59

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

0.3%

0.0%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS013

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 211+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

OFF: 65.00

ELEV: 22.20

OFF: 0.00

ELEV: 22.87

OFF: -80.00

ELEV: 22.54

OFF: -64.59

ELEV: 22.76

OFF: -44.27

ELEV: 22.93

EX. GRND

EX. PVMTWEDGING / OVERBUILD

0.1%

1.0%

1.1%

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 211+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

OFF: -63.69

ELEV: 22.27

OFF: -61.21

ELEV: 23.01

OFF: -56.56

ELEV: 23.39

OFF: 0.00

ELEV: 23.12 OFF: 40.76

ELEV: 22.20

OFF: 45.25

ELEV: 21.88

OFF: 50.83

ELEV: 20.22

OFF: 53.15

ELEV: 20.24

OFF: 57.96

ELEV: 21.57

OFF: -39.61

ELEV: 23.39

OFF: 20.12

ELEV: 22.61EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 3

% 0.5%

2.2%

7.2% 7.2%

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 212+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

OFF: -55.96

ELEV: 22.80

OFF: -54.00

ELEV: 23.46

OFF: -35.99

ELEV: 23.57

OFF: 0.00

ELEV: 23.32

OFF: 34.00

ELEV: 22.62

OFF: 38.00

ELEV: 22.30

OFF: 52.07

ELEV: 22.12

OFF: 45.31

ELEV: 19.86

OFF: -50.00

ELEV: 23.67

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 3

2.1%

0.7% 5.3%

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS014

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 212+14.55

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

OFF: -56.28

ELEV: 22.95

OFF: -54.00

ELEV: 23.71

OFF: -35.77

ELEV: 23.76

OFF: 2.00

ELEV: 23.36

OFF: 2.67

ELEV: 23.86

OFF: 5.33

ELEV: 23.70

OFF: 6.00

ELEV: 23.20

OFF: 34.00

ELEV: 22.57

OFF: 38.00

ELEV: 22.25

OFF: 45.93

ELEV: 19.61

OFF: 53.98

ELEV: 22.29

OFF: 0.00

ELEV: 23.40

OFF: -50.00

ELEV: 23.91

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 3

1.1%

2.2%

6.0%

PROP. 15" RCP

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 212+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70-80

OFF: -56.30

ELEV: 23.12

OFF: -54.00

ELEV: 23.89

OFF: -35.72

ELEV: 23.91

OFF: 2.00

ELEV: 23.41

OFF: 2.67

ELEV: 23.91

OFF: 5.33

ELEV: 23.75

OFF: 6.00

ELEV: 23.25

OFF: 34.00

ELEV: 22.53

OFF: 38.00

ELEV: 22.21 OFF: 46.34

ELEV: 19.43

OFF: 56.52

ELEV: 22.82

OFF: -50.00

ELEV: 24.08

OFF: 0.00

ELEV: 23.46

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" TELECOM. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. GRND

EX. PVMT

WEDGING / OVERBUILD

SPECIAL DITCH 3

4.8%

1.3%

2.6%

6.0%

PROP. 15" RCP

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 212+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

OFF: -35.55

ELEV: 24.22

OFF: 2.00

ELEV: 23.52

OFF: 2.67

ELEV: 24.02

OFF: 5.33

ELEV: 23.86

OFF: 6.00

ELEV: 23.36

OFF: 38.00

ELEV: 22.09

OFF: 34.00

ELEV: 22.41

OFF: 47.33

ELEV: 18.99

OFF: 62.12

ELEV: 23.92

OFF: -54.00

ELEV: 24.31

OFF: -59.06

ELEV: 22.62

OFF: -50.00

ELEV: 24.48

OFF: 0.00

ELEV: 23.58

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

WEDGING / OVERBUILD

SPECIAL DITCH 3

4.2%

1.8%

3.4%

5.4%

PROP. 15" RCP

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS015

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 212+75.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

OFF: -60.29

ELEV: 22.55

OFF: -54.00

ELEV: 24.64

OFF: -36.00

ELEV: 24.46

OFF: 6.00

ELEV: 23.51

OFF: 5.33

ELEV: 24.01

OFF: 2.67

ELEV: 24.17

OFF: 2.00

ELEV: 23.67

OFF: 34.00

ELEV: 22.22

OFF: 38.00

ELEV: 21.90

OFF: 46.87

ELEV: 18.94

OFF: 62.66

ELEV: 24.21

OFF: -50.00

ELEV: 24.79

OFF: 0.00

ELEV: 23.62

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

SPECIAL DITCH 3

3.7%

2.4%

4.6%

6.0%

PROP. 24" RCP

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 213+00.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

OFF: -61.56

ELEV: 22.38

OFF: -54.00

ELEV: 24.90

OFF: -36.34

ELEV: 24.63

OFF: 2.00

ELEV: 23.69

OFF: 2.67

ELEV: 24.19

OFF: 5.33

ELEV: 24.03

OFF: 6.00

ELEV: 23.53

OFF: 34.00

ELEV: 21.95

OFF: 38.00

ELEV: 21.63

OFF: 45.29

ELEV: 19.20

OFF: 60.52

ELEV: 24.27

OFF: -50.00

ELEV: 25.02

OFF: 0.00

ELEV: 23.58

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

SPECIAL DITCH 3

3.1%

2.9%

5.7%

6.0%

PROP. 24" RCP

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 213+25.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

OFF: -62.58

ELEV: 21.89

OFF: -53.16

ELEV: 25.03

OFF: -36.39

ELEV: 24.70

OFF: 2.00

ELEV: 23.72

OFF: 2.67

ELEV: 24.22

OFF: 5.33

ELEV: 24.06

OFF: 6.00

ELEV: 23.56

OFF: 34.00

ELEV: 21.58

OFF: 38.00

ELEV: 21.26

OFF: 43.45

ELEV: 19.45

OFF: 57.16

ELEV: 24.02

OFF: -49.16

ELEV: 25.13

OFF: 0.00

ELEV: 23.45

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

SPECIAL DITCH 3

2.6%

3.4%

7.0%

6.0%

PROP. 24" RCP

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS016

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 213+50.00

0 10 20 30 40 50 600-10-20-30-40-50-60-70

OFF: -61.97

ELEV: 21.09

OFF: -36.20

ELEV: 24.71

OFF: 2.00

ELEV: 23.15

OFF: 2.67

ELEV: 23.65

OFF: 5.33

ELEV: 23.49

OFF: -50.17

ELEV: 25.02

OFF: 6.00

ELEV: 22.99

OFF: 34.00

ELEV: 21.31

OFF: 38.00

ELEV: 20.99

OFF: 41.88

ELEV: 19.70

OFF: 54.16

ELEV: 23.79

OFF: -46.17

ELEV: 25.10

OFF: 0.00

ELEV: 23.27

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

SPECIAL DITCH 3

2.0%

4.1%

6.0%

PROP. 24" RCP

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 213+75.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60

OFF: -47.16

ELEV: 24.97

OFF: -35.71

ELEV: 24.69

OFF: 2.00

ELEV: 22.96

OFF: -61.59

ELEV: 20.16

OFF: 2.67

ELEV: 23.46

OFF: 5.33

ELEV: 23.30

OFF: 6.00

ELEV: 22.80

OFF: 34.00

ELEV: 21.12

OFF: 38.00

ELEV: 20.80

OFF: 40.56

ELEV: 19.95

OFF: 52.40

ELEV: 23.89

OFF: -43.16

ELEV: 25.03

OFF: 0.00

ELEV: 23.08

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

SPECIAL DITCH 3

1.5%

4.6%

6.0%

PROP. 24" RCP

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

OFF: 2.67

ELEV: 23.27

OFF: 2.00

ELEV: 22.77

BIRCH STREET - 214+00.00

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60

OFF: -46.04

ELEV: 24.28

OFF: -44.15

ELEV: 24.89

OFF: -34.82

ELEV: 24.66

OFF: 6.05

ELEV: 23.07

OFF: 6.72

ELEV: 22.57

OFF: 49.95

ELEV: 23.57

OFF: 39.85

ELEV: 20.20

OFF: 38.74

ELEV: 20.57

OFF: 34.74

ELEV: 20.89

OFF: -40.15

ELEV: 24.92

APPROX. LOCATION OF EX. 2" GAS.

CONTRACTOR TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

SPECIAL DITCH 3

0.9%

5.1%

6.0%

PROP. 24" RCP

STRUCTURE 204

OFF: 0.00

ELEV: 22.89

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS017

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 214+25.00

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60

OFF: -44.05

ELEV: 24.07

OFF: -41.80

ELEV: 24.82

OFF: -37.80

ELEV: 24.83

OFF: -34.24

ELEV: 24.64

OFF: 0.98

ELEV: 22.65

OFF: 1.65

ELEV: 23.15

OFF: 6.97

ELEV: 22.83

OFF: 7.64

ELEV: 22.33

OFF: 35.67

ELEV: 20.65

OFF: 39.67

ELEV: 20.33

OFF: 49.79

ELEV: 23.70

OFF: 0.00

ELEV: 22.71

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

0.4%

5.6%

6.0%

PROP. 24" RCP

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 214+29.88

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60

OFF: -43.56

ELEV: 24.14

OFF: -41.62

ELEV: 24.79

OFF: -34.08

ELEV: 24.62

OFF: 0.61

ELEV: 22.63

OFF: 1.28

ELEV: 23.13

OFF: 7.16

ELEV: 22.78

OFF: 7.82

ELEV: 22.28

OFF: 35.85

ELEV: 20.60

OFF: 39.85

ELEV: 20.28

OFF: 50.66

ELEV: 23.88

OFF: -37.57

ELEV: 24.82

OFF: 0.00

ELEV: 22.67

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

0.3%

5.7%

6.0%

PROP. 24" RCP

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 214+50.00

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60

1OFF: -43.25

ELEV: 23.81

OFF: -40.60

ELEV: 24.69

OFF: -36.60

ELEV: 24.69

OFF: -0.91

ELEV: 22.55

OFF: -0.24

ELEV: 23.05

OFF: 7.91

ELEV: 22.56

OFF: 8.58

ELEV: 22.06

OFF: -33.45

ELEV: 24.50

OFF: 0.00

ELEV: 23.04

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

6.0%

1.1%

6.0%

PROP. 24" RCP

1.6%

OFF: 36.60

ELEV: 20.38

OFF: 37.60

ELEV: 20.30

OFF: 39.65

ELEV: 20.17

OFF: 40.20

ELEV: 20.67

OFF: 42.25

ELEV: 20.71

OFF: 52.45

ELEV: 23.84

N A

V A

S E

N G

E R

C O

M M

A N

-A

A N

P -1

C H

E E

T R

O A

P R

O V

E M

E N

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

PORTDAVEN

HOME OFFICE

WINSTON-SALEM, NC 27101

336.744.1636 www.davenportworld.com

NCBELS FIRM LICENSE NO. C-2522

119 BROOKSTOWN AVE. SUITE PH1

XS018

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET - 214+75.00

0 10 20 30 40 50 60 70 800-10-20-30-40-50-60

OFF: -42.64

ELEV: 23.43

OFF: -39.38

ELEV: 24.52

OFF: -35.38

ELEV: 24.52

OFF: -2.81

ELEV: 22.57

OFF: 55.93

ELEV: 20.09

OFF: -2.14

ELEV: 23.07

OFF: 8.86

ELEV: 22.41

OFF: 53.86

ELEV: 20.23

OFF: 9.53

ELEV: 21.91

OFF: 37.55

ELEV: 20.23

OFF: 56.49

ELEV: 20.59

OFF: 59.69

ELEV: 20.78

OFF: 69.52

ELEV: 24.06

OFF: -32.21

ELEV: 24.33

OFF: 0.00

ELEV: 22.94

APPROX. LOCATION OF EX.

2" GAS. CONTRACTOR

TO VERIFY LOCATION

PRIOR TO WORK

EX. PVMT

EX. GRND

WEDGING / OVERBUILD

6.0

0.1%

6.0%

PROP. 15" RCP

PROP. 24" RCP

0.0%

OFF: 38.55

ELEV: 20.14

OFF: 39.55

ELEV: 20.23

FEET

PFG

VERT. SCALE: 1" = 5'

HORIZ. SCALE: 1" = 5'

BIRCH STREET -…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 15, 2020.