1374744dwg01of27_Vol1-Sht 1-13.pdf

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Wallace

Creek

Cree k

C r e e k

F r e n c h s

P in e y

G r e e n

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Shady

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C a r v e l l a

C t

S n e a d s

F e r r y

R d

H o l c o m b

B l v d

H o l c o m b

B l v d

S n e a d s

S n e a d s

F e r r y

R d

R d

M a r i n e

R d

M a r i n e

R d

S n e a d s

F e r r y

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H o l c o m b B l v d

H o l c o m b

B l v d

H o l c o m b

B l v d

A g n e s

L n

G l a d e

D r

E v e rg re e n

D r.

Littleton Cir.

L a k e

D r

C a r a b o u

L n

R e i n d e e r

C i r

S

W r d n d

C h i p m u n kL n

H a r b o r d

S t

S t

S t o n e t

S t o n e

S t

Brewster Blvd

S e h

W i l l i a m s

B l v d

S n e a d

F r r y

R

O ld S aw M ill R d.

S e l l i a v d

M a r v i c o a d

L o u

M i c h a

P i n e y

G r e

P i n e y

G r e

C o o p

C o o p

C r o

R i v

C h a r l

B y o u

F renchs

C reek

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Jumping Run

Creek

Cow he ad

Cowhead

D uck Creek

B re w s te r B lv d

N E

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R I

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C r e e k

W a l l a c e

Coyd els

Bearhead Creek

BeaverdamCreek

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M a r i n e

C o r p s

B a s e

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L E J E U

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B a s e

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Cree k

Site

BIRCH STREET

B i r r e e t

B i r c h s t r e e t

B e a r h e a d

SITE LOCATION MAP

VOLUME 1 OF 3

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING COMMAND

FY16 P-1280B BIRCH STREET ROAD IMPROVEMENTS

MCB CAMP LEJEUNE, NORTH CAROLINA

SITE VICINITY MAP

Site

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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

IFC SUBMITTAL

06/12/2020

PLAN

NORTH

PLAN

NORTH

SCALE: 1" = 1000'

FEET

0 500 1000

SCALE: 1" = 5000'

FEET

0 5000 10000

GI001

NAVFAC

DWG NO

SHEET REF. NO SHEET TITLE

GI001 TITLE SHEET - VOLUME 1 OF 3

GI002 SHEET INDEX - VOLUME 1 OF 3

C-001 GENERAL NOTES

C-002 ABBREVIATIONS AND LEGENDS

C-003

C-004

C-005

C-006

C-007

C-008

C-009

C-010 TYPICAL SECTIONS - MCHUGH BLVD.

C-011 TYPICAL SECTIONS - MCHUGH & WALLACE CRK

C-012 TYPICAL SECTIONS - SERVICE & HOLCOMB

C-013 TYPICAL SECTIONS - DUNCAN ST.

CP100 ROADWAY PLAN - 202+50 TO 212+50

CP102

ROADWAY PLAN - 212+50 TO 222+50

CP103

ROADWAY PLAN - 222+50 TO 232+50

CP104

ROADWAY PLAN - 232+50 TO 242+50

CP105

ROADWAY PLAN - 242+50 TO 252+50

CP106

ROADWAY PLAN - 252+50 TO 262+50

CP107

ROADWAY PLAN - 262+50 TO 272+50

CP108

ROADWAY PLAN - 272+50 TO 282+50

CP109

ROADWAY PLAN - 282+50 TO 292+50

CP110

ROADWAY PLAN - 292+50 TO 301+50

CP111

ROADWAY PLAN - 301+50 TO 311+50

CP112

ROADWAY PLAN - 404+75 TO 414+75

CP113

ROADWAY PLAN - 416+40 TO 424+00

CP114

ROADWAY PLAN - 500+50 TO 507+50

CP115

ROADWAY PLAN - 507+50 TO 511+80

CP116

ROADWAY PLAN - 600+90 TO 609+50

CP117

ROADWAY PLAN - 609+50 TO 617+35

CP118

ROADWAY PLAN - 700+50 TO 711+50

ROADWAY PLAN - 800+50 TO 808+50

CP200 ROADWAY PROFILE - STA 202+50 TO 212+50

ROADWAY PROFILE - STA 212+50 TO 222+50

ROADWAY PROFILE - STA 222+50 TO 232+50

CD101

CD102

CD103

CD104

CD105

CD106

CD107

CD108

CD109

CD110

CD111

CD112

CD113

CD114

CD115

NAVFAC

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NAVFAC

DWG NO

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NAVFAC

DWG NO

SHEET REF. NO SHEET TITLE

DEMOLITION PLAN - STA 203+00 TO 212+50

CD116

CD117

CD118

DEMOLITION PLAN - STA 212+50 TO 222+50

DEMOLITION PLAN - STA 222+50 TO 232+50

DEMOLITION PLAN - STA 232+50 TO 242+50

DEMOLITION PLAN - STA 242+50 TO 252+50

DEMOLITION PLAN - STA 252+50 TO 262+50

DEMOLITION PLAN - STA 262+50 TO 272+50

DEMOLITION PLAN - STA 272+50 TO 282+50

DEMOLITION PLAN - STA 282+50 TO 292+50

DEMOLITION PLAN - STA 292+50 TO 301+50

DEMOLITION PLAN - STA 301+50 TO 311+50

DEMOLITION PLAN - STA 405+00 TO 414+75

DEMOLITION PLAN - STA 416+40 TO 420+60.16

DEMOLITION PLAN - STA 500+50 TO 507+50

DEMOLITION PLAN - STA 507+50 TO 509+55.15

DEMOLITION PLAN - STA 600+90 TO 609+00

CP201

CP202

CP203

CP204

CP205

CP206

CP207

CP208

CP209

CP210

CP211

CP212

CP213

CP214

CP215

CP216

CP217

CP218

CP219

CP220

CP101

CP120 ROADWAY PLAN - 818+00 TO 823+00

CP400 DRIVEWAY PROFILES - 204+92 TO 208+82

CP401 DRIVEWAY PROFILES - 214+48 TO 227+20

CP402 DRIVEWAY PROFILES - 228+09 TO 250+98

CP403 DRIVEWAY PROFILES - 261+38 TO 274+07

CP404 DRIVEWAY PROFILES - 276+71 TO 286+65

CP405 DRIVEWAY PROFILES - 289+57 TO 300+46

CP406 DRIVEWAY PROFILES - 411+72 TO 419+86

CE201

EXISTING CONDITIONS PLAN - CREDIT UNION

PARKING LOT

CE202 EXISTING CONDITIONS PLAN - WENDY'S PARKING LOT

CE203 EXISTING CONDITIONS PLAN - TACO BELL PARKING LOT

CD201 DEMOLITION PLAN - CREDIT UNION PARKING LOT

CD202 DEMOLITION PLAN - WENDY'S PARKING LOT

CD203 DEMOLITION PLAN - TACO BELL PARKING LOT

CC101

EROSION AND SEDIMENT CONTROL PLAN - STA 203+00 TO 212+50

CC102

EROSION AND SEDIMENT CONTROL PLAN - STA 212+50 TO 222+50

CC103

EROSION AND SEDIMENT CONTROL PLAN - STA 222+50 TO 232+50

CC104

EROSION AND SEDIMENT CONTROL PLAN - STA 232+50 TO 242+50

CC105

EROSION AND SEDIMENT CONTROL PLAN - STA 242+50 TO 252+50

CC106

EROSION AND SEDIMENT CONTROL PLAN - STA 252+50 TO 262+50

CC107

CC108

EROSION AND SEDIMENT CONTROL PLAN - STA 262+50 TO 272+50

CC109

CC110

EROSION AND SEDIMENT CONTROL PLAN - STA 272+50 TO 282+50

CC111

EROSION AND SEDIMENT CONTROL PLAN - STA 282+50 TO 292+50

CC112

EROSION AND SEDIMENT CONTROL PLAN - STA 292+50 TO 301+50

CC113

EROSION AND SEDIMENT CONTROL PLAN - STA 301+50 TO 311+50

CC114

EROSION AND SEDIMENT CONTROL PLAN - STA 405+00 TO 414+75

CC115

EROSION AND SEDIMENT CONTROL PLAN - STA 416+40 TO 420+60.16

CC116

EROSION AND SEDIMENT CONTROL PLAN - STA 500+50 TO 507+50

CC117

EROSION AND SEDIMENT CONTROL PLAN - STA 507+50 TO 509+55.15

CC118

EROSION AND SEDIMENT CONTROL PLAN - STA 600+90 TO 609+00

CC500 EROSION AND SEDIMENT CONTROL DETAILS

EROSION AND SEDIMENT CONTROL DETAILS

EROSION AND SEDIMENT CONTROL DETAILS

EROSION AND SEDIMENT CONTROL DETAILS

EROSION AND SEDIMENT CONTROL DETAILS

CP119 ROADWAY PLAN - 808+50 TO 818+00

PIPE PROFILESCP300

CP301

CP302

CP303

CP304

C-014 EXISTING DRAINAGE STRUCTURE TABLE

C-015

C-016

DRAINAGE STRUCTURE TABLE - PIPES OVER 54 INCHES

C-017

SURVEY CONTROL SHEET

C-018

SURVEY CONTROL SHEET

CP305

CP306

CP307

CP308

CP309

CP310

CP311

CP312

CP313

CD119

DEMOLITION PLAN - STA 609+00 TO 617+35

CD120

DEMOLITION PLAN - STA 701+50 TO 711+02.30

DEMOLITION PLAN - STA 800+50 TO 808+50

EROSION AND SEDIMENT CONTROL DETAILS

B-001 BORING LOGS

B-002 BORING LOGS

B-003 BORING LOGS

CD100

CE101

EXISTING CONDITIONS PLAN - STA 203+00 TO 212+50CE100

CE102

CE103

CE104

CE105

CE106

CE107

CE108

CE109

CE110

CE111

CE112

CE113

CE114

CE115

CE116

CE117

CE118

EXISTING CONDITIONS PLAN - STA 212+50 TO 222+50

EXISTING CONDITIONS PLAN - STA 222+50 TO 232+50

EXISTING CONDITIONS PLAN - STA 232+50 TO 242+50

EXISTING CONDITIONS PLAN - STA 242+50 TO 252+50

EXISTING CONDITIONS PLAN - STA 252+50 TO 262+50

EXISTING CONDITIONS PLAN - STA 262+50 TO 272+50

EXISTING CONDITIONS PLAN - STA 272+50 TO 282+50

EXISTING CONDITIONS PLAN - STA 282+50 TO 292+50

EXISTING CONDITIONS PLAN - STA 292+50 TO 301+50

EXISTING CONDITIONS PLAN - STA 301+50 TO 311+50

EXISTING CONDITIONS PLAN - STA 405+00 TO 414+75

EXISTING CONDITIONS PLAN - STA 416+40 TO 420+60.16

EXISTING CONDITIONS PLAN - STA 500+50 TO 507+50

EXISTING CONDITIONS PLAN - STA 507+50 TO 509+55.15

EXISTING CONDITIONS PLAN - STA 600+90 TO 609+00

CE119

EXISTING CONDITIONS PLAN - STA 609+00 TO 617+35

CE120

EXISTING CONDITIONS PLAN - STA 701+50 TO 711+02.30

EXISTING CONDITIONS PLAN - STA 800+50 TO 808+50

EXISTING CONDITIONS PLAN - STA 808+50 TO 818+00

EXISTING CONDITIONS PLAN - STA 818+00 TO 820+97.81

DEMOLITION PLAN - STA 808+50 TO 818+00

DEMOLITION PLAN - STA 818+00 TO 820+97.81

CC100

CC119

CC120

EROSION AND SEDIMENT CONTROL PLAN - STA 609+00 TO 617+35

EROSION AND SEDIMENT CONTROL PLAN - STA 701+50 TO 711+02.30

EROSION AND SEDIMENT CONTROL PLAN - STA 800+50 TO 808+50

EROSION AND SEDIMENT CONTROL PLAN - STA 808+50 TO 818+00

EROSION AND SEDIMENT CONTROL PLAN - STA 818+00 TO 820+97.81

DRAINAGE STRUCTURE TABLE - PIPES UNDER 48 INCHES

DRAINAGE STRUCTURE TABLE - PIPES UNDER 48 INCHES

DRAINAGE STRUCTURE TABLE - PIPES UNDER 48 INCHES

DRAINAGE STRUCTURE TABLE - PIPES UNDER 48 INCHES

DRAINAGE STRUCTURE TABLE - PIPES UNDER 48 INCHESC-019

C-022

C-023

C-024

CS201 SITE PLAN - CREDIT UNION PARKING LOT

CS202 SITE PLAN - WENDY'S PARKING LOT

CS203 SITE PLAN - TACO BELL & SUBSTATION PARKING LOT

CG201

CG202

CG203

CC201

EROSION & SEDIMENT CONTROL PLAN - CREDIT UNION

PARKING LOT

CC202

EROSION & SEDIMENT CONTROL PLAN - WENDY'S

PARKING LOT

CC203

EROSION & SEDIMENT CONTROL PLAN - TACO BELL

PARKING LOT

ROADWAY PROFILE - STA 232+50 TO 242+50

ROADWAY PROFILE - STA 242+50 TO 252+50

ROADWAY PROFILE - STA 252+50 TO 262+50

ROADWAY PROFILE - STA 262+50 TO 272+50

ROADWAY PROFILE - STA 272+50 TO 282+50

ROADWAY PROFILE - STA 282+50 TO 292+50

ROADWAY PROFILE - STA 292+50 TO 301+50

ROADWAY PROFILE - STA 301+50 TO 309+50

ROADWAY PROFILE - STA 404+00 TO 414+00

ROADWAY PROFILE - STA 414+00 TO 421+50

ROADWAY PROFILE - STA 507+50 TO 510+50

ROADWAY PROFILE - STA 600+00 TO 609+00

ROADWAY PROFILE - STA 609+00 TO 618+25

ROADWAY PROFILE - STA 701+50 TO 711+50

ROADWAY PROFILE - STA 800+00 TO 808+50

ROADWAY PROFILE - STA 808+50 TO 818+00

ROADWAY PROFILE - STA 818+00 TO 821+25

ROADWAY PROFILE - STA 500+00 TO 507+50

GRADING PLAN - CREDIT UNION PARKING LOT

GRADING PLAN - WENDY'S PARKING LOT

GRADING PLAN - TACO BELL & SUBSTATION PARKING LOT

SURVEY CONTROL SHEETC-025

GI110

BASE BID, BID ALTERNATES AND PHASING PLAN

GI111

HAUL ROUTE, LAYDOWN AND STAGING AREA

DRAINAGE STRUCTURE TABLE - PIPES UNDER 48 INCHESC-020

SURVEY CONTROL SHEETC-026

CP314

CP315

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TYPICAL SECTIONS - BIRCH ST.

TYPICAL SECTIONS - CROSS ST. & BIRCH ST.

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

PIPE PROFILES

TYPICAL SECTIONS - BIRCH ST.

TYPICAL SECTIONS - BIRCH ST.

TYPICAL SECTIONS - BIRCH ST.

TYPICAL SECTIONS - BIRCH ST.

TYPICAL SECTIONS - BIRCH ST.

CC501

CC502

CC503

CC504

CC505

12816409

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12816461

C-021

12816360

DRAINAGE STRUCTURE TABLE - PIPES UNDER 48 INCHES

CG204 GRADING PLAN - HOLCOMB BLVD. DRAINAGE

12816519

CC204 EROSION & SEDIMENT CONTROL PLAN - HOLCOMB BLVD.

CE204 EXISTING CONDITIONS PLAN - HOLCOMB BLVD.

CD204 DEMOLITION PLAN - HOLCOMB BLVD.

CS204 SITE PLAN - HOLCOMB BLVD. DRAINAGE

12816515

CP316

CP317

12816493

12816494

PIPE PROFILES

PIPE PROFILES

12816514

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12816335

N A

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E E

T R

O A

D

IM

P R

O V

E M

E N

TS

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

12816332

GI002

SIMULATOR CENTER

RANGE CONTROL

BOAT/SUPPLY

STOP

STOP

STOP

STOP

P1346 -TASK 1000

DUNCAN STREET IMPROVEMENTS

TASK 1300

REPAIR EXISTING EROSION

BIRCH STREET

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P-1280

BIRCH STREET ROADWAY IMPROVEMENTS

PRIORITY AREA 3

STA. 211+50.00 TO STA. 221+60.00

FULL DEPTH ASPHALT PAVEMENT IN LIEU

OF MILL AND OVERLAY

42,490 SF

PRIORITY AREA 4

STA. 203+54.75 TO STA. 211+50.00

FULL DEPTH ASPHALT PAVEMENT IN LIEU

OF MILL AND OVERLAY

34,590 SF

PRIORITY AREA 2

STA. 282+25.00 TO STA. 286+00.00

FULL DEPTH ASPHALT PAVEMENT IN LIEU

OF MILL AND OVERLAY

18,800 SF

PRIORITY AREA 2

STA. 294+53.50 TO STA. 300+75.00

FULL DEPTH ASPHALT PAVEMENT IN LIEU

OF MILL AND OVERLAY

38,460 SF

PRIORITY AREA 2

STA. 303+98.96 TO STA. 309+05.20

FULL DEPTH ASPHALT PAVEMENT IN LIEU

OF MILL AND OVERLAY

22,730 SF

PHASE 1 START

203+54.75

PHASE 1 STOP / PHASE 2 START

230+14.25

PHASE 2 STOP / PHASE 4 START

251+10.00

PHASE 5 STOP / PHASE 6 START

BIRCH STREET 309+05.20

DUNCAN STREET 800+74.83

PHASE 3 START

601+33.27

PHASE 3 STOP

711+02.56

PHASE 6 STOP

820+97.81

PRIORITY AREA 2

STA. 271+42.33 TO STA. 274+50.00

FULL DEPTH ASPHALT PAVEMENT IN LIEU

OF MILL AND OVERLAY

18,800 SF

PHASE 4 STOP / PHASE 5 START

271+42.33

PHASE 3 STOP / PHASE 4 STOP

704+68.39

PHASE 4 STOP

701+75.00

BID ALTERNATE - STORMWATER

DRAINAGE IMPROVEMENTS SOUTH OF

HOLCOMB STA.701+75.00

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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

GENERAL NOTES:

1. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT TO THE CONTRACTING OFFICER

FOR REVIEW AND APPROVAL THE FOLLOWING PROJECT PARAMETERS:

A. MAINTAINED SAFE PEDESTRIAN AND ACCESSIBLE ROUTES FROM DESIGNATED

PARKING AND CIRCULATION ROUTES OUTSIDE OF THE WORK ZONES.

B. MAINTAIN DESIGNATED HAUL ROUTES THROUGHOUT CONSTRUCTION.

C. EMERGENCY VEHICLE ACCESS THROUGH THE ROADWAY PROJECT AND FROM

ALL EXISTING FACILITY ENTRANCE/EXITS THROUGHOUT CONSTRUCTION.

2. SEE SHEET G-111 FOR HAUL ROUTE, STAGING AND LAYDOWN AREAS.

3. SEE SUGGESTED SEQUENCE OF CONSTRUCTION FOR THE BASE BID AND BID

ALTERNATES.

BASE BID & BID ALTERNATES:

THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR FOR ALL AREAS SHOWN ON

ROADWAY IMPROVEMENT PLANS AND SPECIFICATIONS. BASE BID AREAS AS FOLLOWS:

1. CROSS STREET/BIRCH STREET STA. 203+54.75 TO STA. 230+14.25 INCLUDING ALL

IMPROVEMENTS ON MCHUGH BLVD. AND WALLACE CREEK ROAD.

a. BID ALTERNATE - TASK 1300 REPAIR EXISTING EROSION

b. BID ALTERNATE - FULL DEPTH REPAIR AREA PRIORITY 3

i. STA. 211+50.00 TO STA. 221+60.00

c. BID ALTERNATE FOR FULL DEPTH REPAIR AREA PRIORITY 4

i. STA. 203+54.75 TO STA. 211+50.00

2. BIRCH STREET STA. 230+14.25 TO STA. 251+10.00

3. SERVICE ROAD STA. 601+33.27 TO STA. 617+35.00

HOLCOMB BLVD. STA. 704+68.39 TO STA. 711+02.56 (INCLUDING TIE INTO SERVICE

ROAD AT STA. 617+35.00)

4. BIRCH STREET STA. 251+10.00 TO STA. 271+42.33 (INCLUDING TIE INTO SERVICE

ROAD AT STA. 601+33.27)

HOLCOMB BLVD. STA. 701+75.00 TO STA. 704+68.39

SITE WORK AT THE FORM MCU, AT WENDY'S, AND AT TACO BELL

BID ALTERNATE - STORMWATER DRAINAGE IMPROVEMENTS SOUTH OF HOLCOMB

STA.701+75.00

5. BIRCH STREET STA. 271+42.33 TO STA. 309+05.20 (INCLUDING TIE INTO DUNCAN

STREET AT STA. 800+74.83)

a. BID ALTERNATE - FULL DEPTH REPAIR AREA PRIORITY 2

i. STA. 271+42.33 TO STA. 274+50.00

ii. STA. 282+25.00 TO STA. 286+00.00

iii. STA. 294+53.50 TO STA. 300+75.00

iv. STA. 303+98.96 TO STA. 309+05.20

6. DUNCAN STREET STA. 800+74.83 TO STA. 820+97.81

a. BID ALTERNATE - JOGGING TRAIL AND SIGNAL MODIFICATION FOR PEDESTRIANS

AT SNEADS FERRY ROAD

SEQUENCE OF CONSTRUCTION FOR EACH AREA WILL INCLUDE:

1. PROVIDE A WEEKLY - THREE WEEK LOOK AHEAD GRAPHIC TO BE SUBMITTED TO

THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

2. INSTALL TEMPORARY TRAFFIC CONTROL MEASURES IN VICINITY OF PROPOSED

ROAD WIDENING.

3. INSTALL EROSION AND SEDIMENT CONTROL MEASURES.

4. DEMOLISH EXISTING SITE INFRASTRUCTURE WITHIN THE FOOTPRINT OF ROADWAY

WIDENING AND IMPROVEMENTS.

5. CLEAR VEGETATION.

6. GRADE SITE AND INSTALL STORMWATER MANAGEMENT INFRASTRUCTURE

FEATURES AND PERMANENT EROSION CONTROL MEASURES.

7. INSTALL LIGHTING CONDUIT AND PULL WIRE WITHIN THE NEW SERVICE ROAD AND

AT AREAS WHERE EXISTING LIGHT POLES ARE BEING RELOCATED THROUGHOUT

THE PROJECT LIMITS.

8. CONSTRUCT CURB AND GUTTER.

9. CONSTRUCT BASE COURSE AND ASPHALT PAVEMENT.

10. MILL ASPHALT PAVEMENT WHERE INDICATED ON PLANS.

11. PROVIDE TEMPORARY PAVEMENT STRIPING AND SIGNAGE.

12. INSTALL SITE LIGHTING FOOTINGS.

13. CONSTRUCT SIDEWALKS AND RAMPS.

14. INSTALL SITE LIGHTING POLES AND FIXTURES.

15. PROVIDE ASPHALT PAVEMENT OVERLAY ON MILLED PAVEMENT AND NEW BASE

COURSE AREAS OF PAVEMENT.

16. PROVIDE PERMANENT PAVEMENT MARKING AND SIGNAGE.

17. MAINTAIN EROSION CONTROL MEASURES UNTIL STABILIZATION HAS BEEN

ACHIEVED.

NOTE:

THIS IS A SUGGESTED SEQUENCE, THE CONTRACTOR SHALL PROVIDE THEIR

CONSTRUCTION SEQUENCE FOR REVIEW AND APPROVAL.

1" = 400'

A1

PLAN

NORTH

BASE BID, BID ALTERNATES AND PHASING PLAN

SCALE IN FEET

400' 800'

GI110

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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

1" = 1,400'

A1

PLAN

NORTH

HAUL ROUTE, LAYDOWN AND STAGING AREAS

SCALE IN FEET

1,400' 2,800'

GI111

GENERAL

1. MAINTAIN SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES MUST BE IN

ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.

2. CONSTRUCT ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS IN

CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND

LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).

3. WORK MUST CONFORM TO THE 2018 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S

STANDARD DRAWINGS AND SPECIFICATION FOR ROADS AND STRUCTURES.

4. UPON AWARD OF CONTRACT, MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY

FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE

WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT

DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS,

WITHOUT APPROPRIATE PERMITS.

5. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS MUST CONFORM TO THE 2018 NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION'S STANDARD DRAWINGS AND SPECIFICATIONS FOR

ROADS AND STRUCTURES AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

6. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S

OPERATIONS MUST BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT

THE CONTRACTOR'S EXPENSE.

7. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA

ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,

OLFACTORY, OR OTHER EVIDENCE, STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL

TO AVOID FURTHER SPREADING OF THE MATERIAL, AND NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.

8. PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND CLEANUP, REPAIR AND

PERFORM CORRECTIVE ACTION IF SUCH OCCURS.

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE TO ORIGINAL CONDITION

AT NO ADDITIONAL COST TO THE OWNER OF ANY DAMAGE OCCURRED DURING DEMOLITION

ACTIVITIES FROM THE CONTRACTOR'S OPERATIONS.

10. CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS

TO OFF SITE AREAS, REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO THE

GOVERNMENT.

11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN NORTH

CAROLINA'S STORMWATER PROGRAM, GENERAL CONSTRUCTION PERMIT PROGRAM AS

ADMINISTERED BY NORTH CAROLINA'S DIVISION OF WATER QUALITY UNDER THE

JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR

SHALL FILE A NOTICE OF INTENT AND PREPARE A STORMWATER POLLUTION PREVENTION

PLAN IN ACCORDANCE WITH REGULATIONS.

12. EXISTING UTILITY POLES IMPACTED BY CONSTRUCTION BUT NOT INDICATED FOR REMOVAL

MUST TEMPORARILY SUPPORTED DURING CONSTRUCTION.

UTILITIES

1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE

REPRESENTATION ONLY. THE GOVERNMENT OR ITS REPRESENTATIVE(S) HAVE NOT

INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY

INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR

OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE

POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE

PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, VERIFY AND

DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF

CONNECTIONS TO EXISTING UTILITIES AND, CONFIRM THAT THERE ARE NO INTERFERENCES

WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES.

2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR

EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE

COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE

ACCURATELY DETERMINED WITHOUT DELAY, AND THE INFORMATION FURNISHED IN WRITING

TO THE CONTRACTING OFFICER FOR THE RESOLUTION OF THE CONFLICT. FAILURE TO NOTIFY

PRIOR TO PERFORMING ADDITIONAL WORK RELEASES THE GOVERNMENT FROM OBLIGATIONS

FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE

CONFLICT.

3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE

WITH ELEVATIONS ON THE PLANS AND THE CROSS SECTIONS.

4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES,

ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE

APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

C. LANDSCAPE, TOPSOIL AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE

SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.

5. ALL WORK MODIFYING ANY PIEDMONT GAS OWNED APPUURTENANCE SHALL BE

COORDINATED THROUGH:

MICHAEL T. LILLY

PIEDMONT NATURAL GAS COMMERCIAL AND RESIDENTIAL SALES REP

NEW BERN RESOURCE CENTER

EMAIL: MICHAEL.LILLY@DUKE-ENERGY.COM

OFFICE: (252) 639-7223

MOBILE: (252) 808-7292

6. MAKE ARRANGEMENTS FOR AND PAY FEES FOR POLE RELOCATION AND FOR THE

ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER

PRIVATE UTILITIES, WHETHER WORK IS SELF PERFORMED OR PERFORMED BY THE UTILITIES

COMPANY.

7. CONSTRUCT UTILITY RELOCATIONS IN ACCORDANCE WITH REQUIREMENTS PROVIDED BY AND

APPROVED BY THE RESPECTIVE UTILITY COMPANIES.

8. STORM DRAINAGE PIPES MUST BE RCP CLASS III UNLESS OTHERWISE NOTED ON THE PLANS.

9. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) MUST BE

DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON

THESE PLANS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM

DIAMETER MUST BE 5 FEET.

LAYOUT AND MATERIALS

1. DIMENSIONS ARE FROM THE FACE OF CURB AND CENTER LINE OF PAVEMENT MARKINGS,

UNLESS OTHERWISE NOTED.

2. PRIOR TO START OF CONSTRUCTION, VERIFY EXISTING PAVEMENT ELEVATIONS AT

INTERFACE WITH PROPOSED PAVEMENTS AND EXISTING GROUND ELEVATIONS ADJACENT TO

DRAINAGE OUTLETS TO ASSURE PROPER DRAINAGE TRANSITIONS AND PAVEMENT SLOPES

BETWEEN EXISTING AND PROPOSED FACILITIES.

3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE

NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE

DRAWINGS.

4. DO NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, OR DATA FILES

THAT ARE OBTAINED FROM THE DESIGNERS. VERIFY LOCATION OF PROJECT FEATURES IN

ACCORDANCE WITH THE PAPER COPIES OF THE CONTRACT DOCUMENTS.

EXISTING CONDITIONS INFORMATION

1. VERIFY ALL FIELD CONDITIONS PRIOR TO CONSTRUCTION.

GENERAL DEMOLITION

1. REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF

WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY

POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE. REMOVE AND DISPOSE OF EXISTING

UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE AREA OF NEW PAVEMENT.

2. EXISTING UTILITIES MUST BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE

WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND

DETAILS. COORDINATE UTILITY SERVICE DISCONNECTS WITH THE APPROPRIATE

REPRESENTATIVES.

3. DEMOLITION OPERATIONS AND DISPOSAL OF DEMOLITION DEBRIS SHALL BE IN ACCORDANCE

WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.

4. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT NOTED FOR

DEMOLITION. ANY ITEM DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL

BE RESTORED TO ITS ORIGINAL CONDITIONS OR REPLACED WITH NEW AT NO ADDITIONAL

COST TO THE OWNER.

5. DIMENSIONS AND CONDITIONS SHOWN ARE APPROXIMATE AND ARE ACCURATE AS OF THE

TIME OF SITE INSPECTION. THE CONTRACTOR SHALL CONFIRM TO HIS OWN SATISFACTION

SITE CONDITIONS INCLUDING A VERIFICATION OF CONDITIONS SHOWN AND NOT SHOWN.

6. ALL EROSION CONTROL FEATURES SHOWN SHALL BE INSTALLED PRIOR TO THE START OF

DEMOLITION ACTIVITIES.

7. ENSURE ALL EXISTING FACILITIES TO REMAIN ARE ACCESSIBLE DURING DEMOLITION AND

CONSTRUCTION. EXISTING ROADS SHALL REMAIN OPEN AND ACCESSIBLE BY VEHICULAR AND

PEDESTRIAN TRAFFIC AT ALL TIMES, UNLESS OTHERWISE NOTED. IF ROADWAY CLOSURE IS

REQUIRED, APPROVAL SHALL BE SECURED FROM THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL PROVIDE BARRICADES, LIGHTS, SIGNAGE AND OTHER PROTECTIVE

DEVICES IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD).

8. INSTALL TEMPORARY PROTECTIVE DEVICES, INCLUDING FENCING AND BARRICADES, AS

REQUIRED ADJACENT TO THE DEMOLITION WORK FOR PROTECTION OF PERSONNEL, EXISTING

ADJACENT BUILDINGS, STRUCTURES AND EQUIPMENT AGAINST DUST OR FALLING DEBRIS.

9. PRIOR TO STARTING DEMOLITION ON ANY STRUCTURE OR UTILITIES, THE CONTRACTOR

SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF ANY STRUCTURES AND

UTILITIES. THE CONTRACTOR SHALL DEVELOP A PLAN FOR DEMOLITION AND CUT-OFF FOR

UTILITIES THAT ENSURES ALL ACTIVITIES ARE COMPLETED IN A SAFE MANNER. PLAN MUST

LIST POINTS OF CONTACT AND INCLUDE SEQUENCE OF CONSTRUCTION.

10. COMPLETELY REMOVE ALL STRUCTURES AND UTILITIES INDICATED, BOTH ABOVE GROUND

AND BELOW GROUND.

11. THE CONTRACTOR SHALL MINIMIZE DUST GENERATED FROM DEMOLITION ACTIVITIES BY WET

METHODS OR OTHER APPROVED METHODS.

12. ALL PAVEMENT (ASPHALT, CONCRETE, SIDEWALKS, CURB & GUTTER AND GRAVEL) REMOVAL

LOCATIONS AND DIMENSIONS SHOWN ARE APPROXIMATE. PAVEMENT REMOVAL SHALL TAKE

PLACE AS NECESSARY TO REMOVE AND/OR INSTALL UTILITY LINES. FOLLOWING UTILITY

REMOVAL AND/OR INSTALLATION, PAVEMENT SHALL BE REPLACED TO MATCH EXISTING

SECTION AS INDICATED ON SITE AND ROADWAY PLAN SHEETS.

13. WHERE PAVEMENT IS INDICATED TO BE REMOVED AND/OR REPLACED, EACH SHALL BE

REMOVED AND REPLACED ALONG NEAT SAWCUT LINES, AND TO THE NEAREST JOINT WHERE

IT EXISTS.

14. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH TO CREATE A CLEAN

VERTICAL EDGE.

15. OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM

EXCAVATIONS FROM SOURCES OUTSIDE OF GOVERNMENT PROPERTY. ALL EXCESS SOIL

MATERIAL WHICH CANNOT BE REUSED ON THE PROJECT AS COMMON FILL (SURPLUS SOILS)

MUST BE TRANSPORTED TO ONE OF THE DESIGNATED LOCATIONS ON GOVERNMENT

PROPERTY. REFER TO SPECIFICATION 01 57 19.01 20 SUPPLEMENTAL TEMPORARY

ENVIRONMENTAL CONTROLS FOR LOCATIONS AND CONTACT INFORMATION. NO SURPLUS

MATERIAL WILL LEAVE GOVERNMENT PROPERTY WITHOUT WRITTEN APPROVAL OF THE

INSTALLATION ENVIRONMENTAL PROGRAM MANAGER AND THE CONTRACTING OFFICER. THE

CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE MANAGEMENT AND

DISPOSAL OF SURPLUS EXCAVATION SPOILS.

16. REMOVE AND LEGALLY DISPOSE OF ALL DEMOLITION AND CONSTRUCTION WASTE AND

EXCESS MATERIALS AS WELL AS ALL UNSUITABLE MATERIALS OFF OF BASE PROPERTY.

WASTE DISPOSAL IS REQUIRED TO BE AT AN APPROVED DISPOSAL FACILITY IN ACCORDANCE

WITH 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS. HAZARDOUS WASTE SHALL BE

DISPOSED OF IN ACCORDANCE WITH SECTION 01 57 19, TEMPORARY ENVIRONMENTAL

CONTROLS.

17. BURNING ON THE BASE PROPERTY IS NOT PERMITTED.

18. PRESERVE EXISTING TREES AND VEGETATION WHENEVER PRACTICABLE. TAKE NECESSARY

PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE

AREA OF EXCAVATION.

UTILITY DEMOLITION NOTES

1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR

SHALL SECURE THE SERVICES OF A PROFESSIONAL UTILITY LOCATE CONTRACTOR TO MARK

ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY MARKINGS SHALL BE MAINTAINED FOR

THE DURATION OF DEMOLITION ACTIVITIES.

2. ALL UTILITY LINES TO REMAIN SHALL REMAIN ACTIVE AND SHALL BE PROTECTED DURING

DEMOLITION ACTIVITIES.

3. ALL COSTS ASSOCIATED WITH THE LOCATING, DISCONNECTING, ABANDONING AND CAPPING

OF UTILITY LINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE REMOVAL OF ALL UTILITIES

INDICATED WITH THEIR RESPECTIVE UTILITY PROVIDERS.

5. ALL PIPES AND CONDUITS THAT ARE TO BE ABANDONED IN PLACE SHALL BE FILLED, CAPPED

OR PLUGGED TO SECURE ALL OPEN ENDS TO FORM A WATERTIGHT SEAL.

3R UXO 3R UXO SAFETY AWARENESS TRAINING

1. 3R UXO 3R UXO SAFETY AWARENESS TRAINING IS REQUIRED FOR ALL CONSTRUCTION

WORKERS (AVAILABLE THROUGH EOD, THE OICC OR EMD) AS A PRECAUTION GIVEN THAT A

PORTION OF THE PROPOSED “BIRCH STREET SERVICE ROAD” IS WITHIN THE FOOTPRINT OF

THE UXO-28 EXPANDED BOUNDARY. SHOULD A MUNITIONS-RELATED ITEM BE FOUND DURING

CONSTRUCTION, FOLLOW APPROPRIATE NOTIFICATIONS AS DETAILED IN THE 3R TRAINING.

ANY MUNITIONS RELATED ITEM FOUND DURING PROJECT CONSTRUCTION SHOULD

ADDITIONALLY BE REPORTED TO EMD WITHIN 10 DAYS (K. HIORTDAHL, 910-451-5878) TO

DETERMINE IF ADDITIONAL EVALUATION AND PRECAUTIONS ARE NECESSARY (EXPLOSIVES

SAFETY SUBMISSION, UXO TECH SUPPORT, ETC). 3R SAFETY AWARENESS TRAINING IS

AVAILABLE ONLINE AT THE FOLLOWING LINK:

HTTP://WWW.LEJEUNE.MARINES.MIL/OFFICES-STAFF/ENVIRONMENTAL-MGMT/TRAINING-VIDEO/

PROPOSED SERVICE ROAD LIGHTING:

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE ROADWAY LIGHTING

SYSTEM FOR THE PROPOSED SERVICE ROAD AND CONNECTING ACCESS DRIVE LANES. THIS

SYSTEM WILL NEED TO MEET THE REQUIREMENTS OF THE UNIFIED FACILITY CRITERIA

SECTION 3-530-01 DESIGN: INTERIOR, EXTERIOR AND CONTROLS. THE CONTRACTOR WILL

NEED TO PROVIDE: A PHOTOMETRIC LAYOUT; FIXTURE AND POLE MANUFACTURER CUT

SHEETS AND FOOTING DETAILS; AND WIRING/POWER CONNECTIONS LAYOUT TO THE

CONTRACTING OFFICER AND DESIGN TEAM FOR REVIEW AND APPROVAL PRIOR TO ORDERING

MATERIALS AND INSTALLATION. PLANS AND DETAILS SHALL BE SEALED BY A LICENSED

ELECTRICAL ENGINEER.

EXISTING ROADWAY LIGHTING RELOCATED AS PART OF ROAD WIDENING WORK:

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ROADWAY LIGHTING FOR ALL PORTIONS

OF THE EXISTING AND PROPOSED ROADWAY WHERE WIDENING OCCURS. PROPOSED

LIGHTING WILL NEED TO MEET THE REQUIREMENTS OF THE UNIFIED FACILITY CRITERIA

SECTION 3-530-01 DESIGN: INTERIOR, EXTERIOR AND CONTROLS. THE CONTRACTOR WILL

NEED TO PROVIDE: A PHOTOMETRIC LAYOUT; FIXTURE AND POLE MANUFACTURER CUT

SHEETS AND FOOTING DETAILS; AND WIRING/POWER CONNECTIONS LAYOUT TO THE

CONTRACTING OFFICER AND DESIGN TEAM FOR REVIEW AND APPROVAL PRIOR TO ORDERING

MATERIALS AND INSTALLATION. THE REUSE OF EXISTING LIGHT POLE FOOTINGS IS NOT

PERMITTED. PLANS AND DETAILS SHALL BE SEALED BY A LICENSED ELECTRICAL ENGINEER.

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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

NOTES:

12816335

C-001

DYL DOUBLE YELLOW LINE

SANITARY SEWER MANHOLESSMH

D| DRAIN INLET

CMP CORRUGATED METAL PIPE

LOD LIMIT OF DISTURBANCE

SOLID WHITE LINESWL

DOUBLE YELLOW CENTER LINEDYCL

BROKEN WHITE LANE LINEBWLL

HW HEADWALL

HH

GUTTER INLET

LA LANDSCAPE AREA

EL ELEVATION

CONC CONCRETE

INV INVERT ELEVATION

R= RIM ELEVATION

ABANDON

APPROXIMATE

ABAND

APPROX

ACR

GENERAL

EXISTING

ELEVATION

FULL DEPTH PAVEMENT SECTION

ELEV

EX

FDPS

ABBREVIATIONS

ACCESSIBLE CURB RAMP

MINIMUM

NOT IN CONTRACT

REMOVE

PROPOSED

NOT TO SCALE

MIN

NIC

PROP

REM

NTS

TYPICALTYP

RET RETAIN

UTILITY

CB

CONDUIT

DUCTILE IRON PIPE

DRAIN MANHOLE

CAST IRON PIPE

ELECTRIC HANDHOLE

FLARED END SECTION

COND

D|P

DMH

CIP

G|

FES

CATCH BASIN

MAXIMUMMAX

HYDRANT

TELEPHONE PEDESTAL

HYD

TPED

TMH

RCP

PVC

TELEPHONE MANHOLE

REINFORCED CONCRETE PIPE

POLYVINYLCHLORIDE PIPE

CO CLEAN OUT

FORCE MAINFM

HIGH DENSITY POLYETHYLENE PIPEHDPE

END SANITARYES

END WALLEW

SANITARY FORCEMAINSFM

CATV CABLE TELEVISION

ELECTRIC JUNCTION BOXEJB

ELECTRIC MANHOLEEMH

ELECTRIC OVERHEAD WIRESEOHW

FIRE HYDRANTFH

FIBER OPTICFO

LIGHT POLEL/P

POWER POLEP/P

OVERHEAD ELECTRICOHE

STORM DRAIN MANHOLESDMH

STORM DRAINSD

SANITARY SEWERSS

UTILITY POLEUP

TSV TAPPING SLEEVE, VALVE AND BOX

TSP TRAFFIC SIGNAL POLE

WATER MANHOLE

WATER VALVE

WMH

WV

LEGEND (PROPOSED)

DRAIN INLET

STORM MANHOLE

SEWER CLEANOUT

ACCESSIBLE CURB RAMP

ACCESSIBLE PARKING

SWALE

DRAINAGE LINE

SEWER LINE

POTABLE WATER LINE

SEWER MANHOLE

WATER VALVE & BOX

MAJOR CONTOUR

MINOR CONTOUR

LIGHT POLE

BOLLARD

BUILDING

SIGN

PARKING COUNT

EDGE OF PAVEMENT

SAWCUT

STANDARD 6" CURB

COMBINATION CURB & GUTTER

LIMITS OF WETLANDS

REMOVABLE BOLLARD

LEGEND (EXISTING)

MANHOLE (MH.)

CONDUIT (COND.)

FENCE

SIGN

CONCRETE PAD W/ AIR CONDITIONING UNIT

BUILDING (BLDG.)

CONCRETE (CONC.)

SPOT ELEVATION

BUSH/SHRUB

CONC.

ET

BOLLARD

COND.

CENTERLINE DITCH/SWALE

TOP OF BANK (TOB)

TOE

GUY WIRE

VALVE

UTILITY POLE

FIRE HYDRANT (F.H.)

CLEAN OUT (CO)

MH.

CO

TELEPHONE (TEL.)

CURB AND GUTTER

TREE

CURB

EG

CONCRETE PAD W/TRANSFORMER

BITUMINOUS PAVEMENT

A/C

UTILITY POLE W/ LIGHT

HEADWALL (HDWL.)

LIGHT POLE

TOE OF SLOPE (TOE)

TOB

WOODS (AVERAGE DRIP LINE)

GAS MAIN

WOOODS (AVERAGE TRUNK LINE)

CATV

FIBER OPTIC

UNKNOWN

SANITARY (SAN) SEWER

24" ESAN

STORM SEWER

30" ES

WATER

T

UTILITY POLE

STORM STRUCTURE

STORM MANHOLE

D

STORM MANHOLE

S

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

END SECTION

H

Y

D

TELEPHONE (TEL.)

PEDESTAL (PED.)

FIRE HYDRANT (F.H.)

BASELINE

L

CONCRETE SIDEWALKCSW

WHITE STOP BAR (24")

B

GAS LINEEG

OVERHEAD WIREOHW

GAS METERGM

GAS VALVEGV

UNKNOWNUNK

STORMSTM

POST

TRANS POLE

ELECTRIC BOX

TELEPHONE MANHOLE

T

UNKNOWN MANHOLE

RIPRAP

MAST ARM

TRAFFIC SIGNAL

MAST ARM

EDGE OF PAVEMENTEP

PAVEMENTP

TOP OF CURBTC

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

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

ROADWAY SECTION

OVERLAY EXIST. ASPHALT

CONCRETE SIDEWALK

ASPHALT PATH

1'-6" CURB & GUTTER

2'-6" CURB & GUTTER

CONCRETE ISLAND

GUARDRAIL

CURB RAMP

RETAINING WALL

HEADWALL

CLEARING LIMITS

3FT-9FT SP WHITE MINISKIP (8")

YELLOW DBL CENTER LINE (4")

3FT-9FT SP WHITE MINISKIP (4")

10' WHITE SKIP (4")

WHITE CROSSWALK LINE (24")

YELLOW DIAGONAL (8")

WHITE SOLID LINE (4")

LEFT TURN ARROW

RIGHT TURN ARROW

WHITE EDGE LINE (4")

WHITE DIAGONAL (8")

YELLOW EDGE LINE (4")

ACCESSIBLE PARKING SPACE SYMBOL

COMB. STRT & LT TURN ARROW

STRAIGHT ARROW

COMB. STRT. & LT & RT TURN ARROW

MERGE ARROW

RAILROAD RXR SYMBOL

ALPHANUMERIC CHARACTER

COMB. STRT & RT TURN ARROW

COMB. LT TURN & RT TURN ARROW

HP HIGH POINT

e

SUPERELEVATION RATE

POINT OF VERTICAL CURVEPVI

VARIESVAR

T TANGENT

PC POINT OF CURVATURE

STA STATION

SHOULDERSHLDR

LEFT

POINT OF TANGENT

RADIUS

PT

LT

R

MILES PER HOUR

GROUND

K-VALUE

LENGTH OF VERTICAL CURVE

BEGINNING VERTICAL CURVE STATION

MPH

GRND

LVC

K

BVCS

STARTSTRT

EOP EDGE OF PAVEMENT

NORMAL CROWNNC

RAILROAD CROSSING

RXR

RIGHTRT

LENGTHL

BEGINNING VERTICAL CURVE ELEVATIONBVCE

LOW POINTLP

TRAFFIC

UNDERGROUND TELEPHONE

OVERHEAD ELECTRIC

SOIL STABILIZATION

BLANKET

B/M

EXIST

INLETS

PROP

INLETS

CONCRETE

WASH AREA

SF

CE

CWA

IP

IP2

OUTLET

PROTECTION

OP

CHECK DAM

CD

PERMANENT

SEEDING

PS

PS

B/M

HYDROSEED

GRADING TIE-IN

STORM DRAIN INLET

PROTECTION

TEMPORARY STONE

CONSTRUCTION

ENTRANCE

SILT FENCE

GRAVEL SURFACE

PAVEMENT REPAIR

LANDSCAPE ISLAND

8" X 12" CONC. CURB

PROFILE TRANSITION TO EXISTING

GRADE TO EXISTING

KEY-IN DETAIL

NOT USED

FLOWLINEFL

CL CONSTRUCTION CENTERLINE

FOUNDATIONFDN

LINEARLIN

xxx

DRAINAGE STRUCTURE NUMBER

PROP. STREET LIGHTING

(SEE GENERAL NOTES)

RGS RIGID GALVANIZED STEEL

CUT LINE

C

FILL LINE

F

12816336

C-002

STANDARD DUTY ASPHALT PAVEMENT

UNDERGROUND CONDUIT

UNDERGROUND GAS

UNDERGROUND ELECTRIC

12'

LANE

VAR.

4.5' TO 8'

GRADE

POINT

TYPICAL ROADWAY SECTION

CROSS STREET

STA. 205+17.41 TO STA. 206+01.88

C

L

12'

LANE

12'

LANE

11'

LANE

VAR.

0' TO 4.5'

GRADE

POINT

TYPICAL ROADWAY SECTION

CROSS STREET/BIRCH STREET

STA. 203+54.75 TO STA. 205+17.41

C

L

FDPS VAR.

10.5' TO 12'

LANE

12'

LANE

VAR.

8' TO 10.5'

GRADE

POINT

TYPICAL ROADWAY SECTION

CROSS STREET

STA. 206+01.88 TO STA. 206+80.31

C

L

12'

LANE

12'

LANE

FDPS

VAR.

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2%

2% 8%

2'

PAVED

SHLDR

4'

MEDIAN

ISLAND

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

PARKING LOT

SEE ROADWAY

PLANS FOR

PAVING LIMITS

FDPS

VAR.

FDPS

VAR.

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

FDPS

VAR.

FDPS

VAR.

2%

2%

2%

8%

2%

8%

2%

8%

2%

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

2%

2%

2%

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

4'

UNPAVED

SHLDR

C1

D1

E3

J1

T

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

T

T

C1

D1

E3

J1

T

R3

U

C1

1'

1'

1'

1'

1'

C1

D1

E3

J1

C1

D1

E3

J1

EXISTING

SURFACE

MIN. MIN.

3" 2.5"

TIE TO

PROFILE TRANSITION

75'

EXISTING

11' TO 12'

SEE TYPICAL SECTIONS

BEGIN PROPOSED

PROFILE GRADE

1.5"

1.5" MILLING

WEDGING DETAIL FOR RESURFACING

1.5" MILLING

NTS

NTS

NTS

1.5"

EXISTING GRADE

EXISTING

CURB &

GUTTER

USE THIS DETAIL IN COMBINATION WITH PROPOSED PROFILES TO TRANSITION FROM

EXISTING GRADE TO PROPOSED PROFILE GRADE

DETAIL SHOWING METHOD OF WEDGING

KEY-IN DETAIL

PROFILE TRANSITION DETAIL

U

U

U

U

C1

C3

C3 C1

C1

C3 D2 D1

E2

C1

D1

E3

J1

C1

V

C1

V

C1

V

C1

V

C1

V

C1

V

Z

U

U

Z

U

Y

Y

Y

Y

Y

X

Z

X

Z

X

X

GUARDRAIL FROM STA.

205+19.06 TO STA.

207+13.60

GUARDRAIL FROM STA.

205+19.06 TO STA.

207+13.60

ZX

8"

M

A X

2'

R

R

EX. CONCRETE PAD

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

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

GENERAL NOTES

WORK NOTES

1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN

OTHERWISE.

2. SURFACE COURSE FOR WIDENING AND

OVERLAY/OVERBUILD LOCATIONS SHALL BE PAVED AT

THE SAME TIME.

3. VARIABLE DEPTH MILLING AND OVERLAY/OVERBUILD TO

BE CONTROLLED BY GRADES ESTABLISHED BY THE

PROFILES AND CROSS SECTIONS CONTAINED WITHIN

THIS PLAN SET.

4. IF FIELD CONDITIONS DIFFER FROM THE PLANS SUCH

THAT A 1.5" (MIN.) MILL CANNOT BE ACHIEVED THE

CONTRACTOR WILL CONTACT THE ENGINEER

IMMEDIATELY PRIOR TO PROCEEDING.

5. REFER TO ROADWAY PLANS FOR DETAILS ON

DIMENSIONS THAT VARY.

6. R3 TO BE USED WHEN MEDIAN ISLAND IS LESS THAN 6

FEET. R4 TO BE USED WHEN MEDIAN ISLAND IS 6 FEET

OR GREATER

PAVEMENT SCHEDULE

E1

T

U

W

C2

R3

EXISTING PAVEMENT

PAVEMENT WEDGING

C3

2'-6" CURB & GUTTERR1

S 4" CONCRETE SIDEWALK

C1

J1

SELECT MATERIAL

1.5" S9.5C SURFACE COURSE

2" S9.5B SURFACE COURSE

VAR. DEPTH S9.5C SURFACE COURSE

3.5" B25.0C BASE COURSE

8" ABC (PER NCDOT STD. SPEC. 520)

5" MONOLITHIC CONC. ISLAND

R2 8"x12" CONCRETE CURB

J2 4" ABC (PER NCDOT STD. SPEC. 520)

V VAR. DEPTH ASPHALT MILLING (1.5" MIN.)

Y 18" SELECT MATERIAL

D2 2.5" I19.0C INTERMEDIATE COURSE

D1 3.0" I19.0C INTERMEDIATE COURSE

E2 3.0" B25.0C BASE COURSE

E3 4.0" B25.0C BASE COURSE

R4 9"x12" CONCRETE CURB

Z COMPACTED SUBGRADE

X SEPARATION/STABILIZATION GEOTEXTILE

12816337

C-003

NOT TO SCALE

A2

MODIFIED 2'-6" CURB & GUTTER

VAR.

0' TO 12'

LANE

GRADE

POINT

TYPICAL ROADWAY SECTION

CROSS STREET

STA. 206+80.41 TO STA. 207+13.60

C

L

12'

LANE

12'

LANE

VAR

0' TO 12'

LANE

12'

LANE

12'

LANE

12'

LANE

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 211+16.19 TO STA. 214+37.92

STA. 216+23.93 TO 216+65.89

C

L

12'

LANE

VAR.

12' TO 0'

LANE

VAR.

12' TO 0'

LANE

VAR.

8' TO 20.5'

MEDIAN

12'

LANE

12'

LANE

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 214+37.92 TO STA. 216+23.93

C

L

12'

LANE

12'

LANE

12'

LANE

VAR.

20.5' TO 19'

MEDIAN

12'

LANE

VAR.

0' TO 12'

GORE

AREA

GRADE

POINT

TYPICAL ROADWAY SECTION

CROSS STREET

STA. 207+13.60 TO STA. 211+16.19

C

L

12'

LANE

12'

LANE

VAR

0' TO 12'

LANE

12'

LANE

FDPS

VAR.

FDPS

VAR.

2%

2%

2%

8%

2%

8%

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

CROWN

POINT

2%

2%

2%

2%

8%

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

FDPS

VAR.

FDPS

VAR.

VAR.

VAR.

VAR.*

VAR.

2' TO 0'

VAR.*

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

FDPS

VAR.

VAR.

0' TO 12'

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

VAR.*

VAR.*

6"

MILL EX. PAVEMENT (1.5"

MIN.) PROVIDE WEDGING

AND OVERLAY/OVERBUILD

(1.5" MIN.) TO ACHIEVE 2%

CROSS SLOPE

MILL EX. PAVEMENT (1.5" MIN.) PROVIDE

WEDGING AND OVERLAY/OVERBUILD (1.5"

MIN.) TO ACHIEVE 2% CROSS SLOPE

MILL EX. PAVEMENT (1.5"

MIN.) PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5"

MIN.) TO ACHIEVE DESIGN

CROSS SLOPE

MILL EX. PAVEMENT (1.5"

MIN.) PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5"

MIN.) TO ACHIEVE 2% CROSS

SLOPE

2'

SEE TYPICAL

SECTION

SEE TYPICAL

SECTION

STA. 208+02.22 TO STA. 209+05.78

STA. 209+05.78 TO STA. 210+05.54

SEE TYPICAL

SECTION

SEE TYPICAL

SECTION

2'

SHOULDER DETAIL 2

STA. 207+13.97 TO STA. 207+60.04

STA. 207+60.04 TO STA. 210+50.80

SHOULDER DETAIL 4

2'

SEE TYPICAL

SECTION

STA. 215+98.20 TO STA. 216+65.89

SEE TYPICAL

SECTION

BIRCH STREET STA. 211+67.21 TO STA. 214+39.90

SEE SHOULDER

DETAIL 1 AND 3

SEE SHOULDER

DETAIL 1

SEE SHOULDER

DETAIL 2

SPECIAL

DITCH 1

SPECIAL

DITCH 2

SPECIAL

DITCH 4

SPECIAL

DITCH 3

8%

8%

STA. 210+50.80 TO STA. 211+58.52

T

T

T

T

T

T

T

T

VARIES SEE

DETAIL A1 ON

SHEET CP500

VARIES SEE DETAIL A1

ON SHEET CP500

1'

1'

C1

D1

E3

J1

C1

D1

E3

J1

C1

D1

E3

J1

C1

D1

E3

J1

C1

D1

E3

J1

C1

D1

E3

J1

E3

J1

C1

D1

E3

J1

1'

1'

1'

1'

1'

1'

C1

D1

C1

V

C1

V

C1

V

C1

V

C1

V

C1

V

VAR.*

*NOTE: SEE SUPERELEVATION

DIAGRAM ON SHEETS CP200 AND

CP201

*NOTE: SEE SUPERELEVATION

DIAGRAM ON SHEETS CP200 AND

CP201

MCHUGH STREET STA. 416+40.00 TO STA. 419+80.00

SHOULDER DETAIL 3

VAR.*

VAR.*

Z

U

Z

U

Z

U

Z

U

X

Z X

X

Z X

X

Y

Y

Z

X

X

GUARDRAIL FROM STA.

205+19.06 TO STA.

207+13.60

SEE SHOULDER

DETAIL 4

R3 R4

T

T

R3 R4

R3R4

STA. 210+17.26 TO STA. 211+67.21 (W/ PROP. 8' PATH)

STA. 207+43.00 TO STA. 208+02.22 (W/ PROP. 8' PATH)

STA. 210+05.54 TO STA. 210+17.26 (W/ PROP. 8' PATH)

SHOULDER DETAIL 1

2%

VAR.

0'-8'

8'

PATH

1'

C2 J2

STA. 207+13.60 TO STA. 207+43.00

2%

VAR.

0'-8'

8'

PATH

1'

C2 J2

SEE SHOULDER

DETAIL 2

STA. 211+58.52 TO STA. 212+45.33

2%

VAR.

0'-8'

8'

PATH

1'

C2 J2

STA. 212+45.33 TO STA. 214+37.92

STA. 216+23.93 TO STA. 216+65.89

SEE TYPICAL

SECTION

Y

Y

Z X

Y

Y

Y

Y

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

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

GENERAL NOTES

WORK NOTES

PAVEMENT SCHEDULE

E1

T

U

W

C2

R3

EXISTING PAVEMENT

PAVEMENT WEDGING

C3

2'-6" CURB & GUTTERR1

S 4" CONCRETE SIDEWALK

C1

J1

SELECT MATERIAL

1.5" S9.5C SURFACE COURSE

2" S9.5B SURFACE COURSE

VAR. DEPTH S9.5C SURFACE COURSE

3.5" B25.0C BASE COURSE

8" ABC (PER NCDOT STD. SPEC. 520)

5" MONOLITHIC CONC. ISLAND

R2 8"x12" CONCRETE CURB

J2 4" ABC (PER NCDOT STD. SPEC. 520)

V VAR. DEPTH ASPHALT MILLING (1.5" MIN.)

Y 18" SELECT MATERIAL

D2 2.5" I19.0C INTERMEDIATE COURSE

D1 3.0" I19.0C INTERMEDIATE COURSE

E2 3.0" B25.0C BASE COURSE

E3 4.0" B25.0C BASE COURSE

R4 9"x12" CONCRETE CURB

Z COMPACTED SUBGRADE

X SEPARATION/STABILIZATION GEOTEXTILE

1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN

OTHERWISE.

2. SURFACE COURSE FOR WIDENING AND

OVERLAY/OVERBUILD LOCATIONS SHALL BE PAVED AT

THE SAME TIME.

3. VARIABLE DEPTH MILLING AND OVERLAY/OVERBUILD TO

BE CONTROLLED BY GRADES ESTABLISHED BY THE

PROFILES AND CROSS SECTIONS CONTAINED WITHIN

THIS PLAN SET.

4. IF FIELD CONDITIONS DIFFER FROM THE PLANS SUCH

THAT A 1.5" (MIN.) MILL CANNOT BE ACHIEVED THE

CONTRACTOR WILL CONTACT THE ENGINEER

IMMEDIATELY PRIOR TO PROCEEDING.

5. REFER TO ROADWAY PLANS FOR DETAILS ON

DIMENSIONS THAT VARY.

6. R3 TO BE USED WHEN MEDIAN ISLAND IS LESS THAN 6

FEET. R4 TO BE USED WHEN MEDIAN ISLAND IS 6 FEET

OR GREATER

12816338

C-004

11'

20' TO 0'

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 224+53.66 TO STA. 227+65.75

C

L

12'10.5' 12'

12'

LANE

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 216+65.89 TO STA. 217+68.33

C

L

VAR.

0' TO 12'

LANE

12'-11'

LANE

VAR.

19' TO 0'

MEDIAN

VAR.

0' TO 12'

LANE

12'

LANE

12'

LANE

GRADE

POINT

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

12'

LANE

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 217+68.33 TO STA. 221+85.96

C

L

VAR.

0' TO 12'

LANE

11'

LANE

VAR.

0' TO 12'

LANE

12'

LANE

12'

LANE

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

VAR.*

VAR.*

2'

VAR.*

VAR.*

10.5'

LANE

11'

LANE

VAR.

12' TO 0'

LANE

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 221+85.96 TO STA. 224+53.66

C

L

VAR.

0' TO 12'

LANE

12'

LANE

12'

LANE

VAR.

12' TO 0'

MEDIAN

2% 2%

2'

2%

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2% 2%

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

MILL EX. PAVEMENT (1.5"

MIN.) PROVIDE WEDGING

AND OVERLAY/OVERBUILD

(1.5" MIN.) TO ACHIEVE 2%

CROSS SLOPE

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

4'

UNPAVED

SHLDR

8%

4'

UNPAVED

SHLDR

8%

8%

8%

8%

8%

4'

UNPAVED

SHLDR

2'

SHOULDER DETAIL 5

2'

SEE TYPICAL

SECTION

STA. 221+58.22 TO STA. 224+71.24

SPECIAL

DITCH 5

SEE SHOULDER

DETAIL 5

SEE SHOULDER

DETAIL 5 & 6

SHOULDER DETAIL 6

2'

SEE TYPICAL

SECTION

STA. 225+11.01 TO STA. 228+84.53

SEE TYPICAL

SECTION

STA. 228+84.53 TO STA. 229+88.57

2%

* NO UNPAVED SHOULDER WHERE THIS DETAIL IS

APPLIED *

2'

2.5'

SPECIAL

DITCH 4

SPECIAL

DITCH 5

STA. 225+09.55 TO STA. 225+11.01

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

T

T

T

T

T

T

1'

C1

D1

E3

J1

1'

C1

D1

E3

J1

1'

C1

D1

E3

J1

1'

C1

D1

E3

J1

VARIES SEE

DETAIL A1 ON

SHEET CP500

VARIES SEE

DETAIL A1 ON

SHEET CP500

C1

V

C1

V

C1

V

C1

V

C1

V

*NOTE: SEE SUPERELEVATION

DIAGRAM ON SHEETS CP200 AND

CP201

*NOTE: SEE SUPERELEVATION

DIAGRAM ON SHEETS CP200 AND

CP201

GUARDRAIL FROM STA.

222+75.00 TO STA.

225+06.90

1'

GUARDRAIL FROM STA.

222+75.00 TO STA.

225+06.90

1'

GUARDRAIL FROM STA.

225+68.67 TO STA.

227+50.00

1'

T

U

Z

Z

U

U

Z

U

Z

X

Y

Y

Y

Y

X

X

X

T

R3 R4

T

R3 R4

T

R3 R4

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

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

GENERAL NOTESGENERAL NOTES

WORK NOTES

PAVEMENT SCHEDULE

E1

T

U

W

C2

R3

EXISTING PAVEMENT

PAVEMENT WEDGING

C3

2'-6" CURB & GUTTERR1

S 4" CONCRETE SIDEWALK

C1

J1

SELECT MATERIAL

1.5" S9.5C SURFACE COURSE

2" S9.5B SURFACE COURSE

VAR. DEPTH S9.5C SURFACE COURSE

3.5" B25.0C BASE COURSE

8" ABC (PER NCDOT STD. SPEC. 520)

5" MONOLITHIC CONC. ISLAND

R2 8"x12" CONCRETE CURB

J2 4" ABC (PER NCDOT STD. SPEC. 520)

V VAR. DEPTH ASPHALT MILLING (1.5" MIN.)

Y 18" SELECT MATERIAL

D2 2.5" I19.0C INTERMEDIATE COURSE

D1 3.0" I19.0C INTERMEDIATE COURSE

E2 3.0" B25.0C BASE COURSE

E3 4.0" B25.0C BASE COURSE

R4 9"x12" CONCRETE CURB

Z COMPACTED SUBGRADE

X SEPARATION/STABILIZATION GEOTEXTILE

1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN

OTHERWISE.

2. SURFACE COURSE FOR WIDENING AND

OVERLAY/OVERBUILD LOCATIONS SHALL BE PAVED AT

THE SAME TIME.

3. VARIABLE DEPTH MILLING AND OVERLAY/OVERBUILD TO

BE CONTROLLED BY GRADES ESTABLISHED BY THE

PROFILES AND CROSS SECTIONS CONTAINED WITHIN

THIS PLAN SET.

4. IF FIELD CONDITIONS DIFFER FROM THE PLANS SUCH

THAT A 1.5" (MIN.) MILL CANNOT BE ACHIEVED THE

CONTRACTOR WILL CONTACT THE ENGINEER

IMMEDIATELY PRIOR TO PROCEEDING.

5. REFER TO ROADWAY PLANS FOR DETAILS ON

DIMENSIONS THAT VARY.

6. R3 TO BE USED WHEN MEDIAN ISLAND IS LESS THAN 6

FEET. R4 TO BE USED WHEN MEDIAN ISLAND IS 6 FEET

OR GREATER

12816339

C-005

12'

LANE

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 230+14.25 TO STA. 250+98.87

C

L

12'-10'

LANE

10.5'

LANE

VAR.

11' TO 12'

LANE

VAR.

0' TO 14.5'

STRIPED

MEDIAN

CROWN

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 250+98.87 TO STA. 252+95.79

C

L

12'

LANE

12'

LANE

12'

LANE

VAR.

12'

VAR.

14.5' TO 0'

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 252+95.79 TO STA. 255+38.86

C

L

VAR.

0' TO 12'12' 12'

VAR.

12'

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

2'

PAVED

SHLDR

VAR.

0' TO 6'

VAR.

0' TO 6'

EX.

EX.

EX.

8%

EX. EX.

8%

12'

VAR.

14.5' TO 0'

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 255+38.86 TO STA. 257+16.66

C

L

VAR.

0' TO 12'12' 12' 12'

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

8%

2%

8%

2%

MILL EX. PAVEMENT (1.5" MIN.) PROVIDE

WEDGING AND OVERLAY/OVERBUILD

(1.5" MIN.) TO ACHIEVE 2% CROSS SLOPE

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

EX.

EX.

8%

8%

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

4'

UNPAVED

SHLDR

EX.

EX.

4'

UNPAVED

SHLDR

2'

PAVED

SHLDR

2'

PAVED

SHLDR

4'

UNPAVED

SHLDR

T

T

T

T

T

1'1'

C1

D1

E3

J1

C1

D1

E3

J1

1'

C1

D1

E3

J1

1'

C1

D1

E3

J1

1'

E3

J1

C1

D1

C1

V

C1

V

C1

V

C1

V

C1

V

C1

V

U

Z

U

Z

U

Z

Y

Y

Y

X

X

X

SHOULDER DETAIL 13

2'

STA. 249+19.87 TO STA. 250+29.07

SPECIAL

DITCH 11

2'

SEE TYPICAL

SECTION

STA. 251+00.00 TO STA. 253+30.00

SPECIAL

DITCH 12

SEE SHOULDER

DETAIL 13

SEE TYPICAL

SECTION

SEE SHOULDER

DETAIL 13

SEE SHOULDER

DETAIL 13

STA. 253+30.00 TO STA. 255+38.86

STA. 250+29.07 TO STA. 251+00.00

STA. 230+14.25 TO STA. 249+19.87

12'

LANE

12'

LANE

GRADE

POINT

TYPICAL ROADWAY SECTION

BIRCH STREET

STA. 227+65.75 TO STA. 230+14.25

C

L

4'

UNPAVED

SHLDR

EX.

EX.

4'

UNPAVED

SHLDR

MILL EX. PAVEMENT (1.5" MIN.)

PROVIDE WEDGING AND

OVERLAY/OVERBUILD (1.5" MIN.) TO

ACHIEVE 2% CROSS SLOPE

C1 V

C1 V

U

GRADE

POINT

EX.

EX.

12'

LANE

12'

LANE

Z

Y

X

Z

Y

X

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -1

0B

B

IR

C H

S

TR

E E

T R

O A

D

IM

P R

O V

E M

E N

TS

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

GENERAL NOTES

WORK NOTES

PAVEMENT SCHEDULE

E1

T

U

W

C2

R3

EXISTING PAVEMENT

PAVEMENT WEDGING

C3

2'-6" CURB & GUTTERR1

S 4" CONCRETE SIDEWALK

C1

J1

SELECT MATERIAL

1.5" S9.5C SURFACE COURSE

2" S9.5B SURFACE COURSE

VAR. DEPTH S9.5C SURFACE COURSE

3.5" B25.0C BASE COURSE

8" ABC (PER NCDOT STD. SPEC. 520)

5" MONOLITHIC CONC. ISLAND

R2 8"x12" CONCRETE CURB

J2 4" ABC (PER NCDOT STD. SPEC. 520)

V VAR. DEPTH ASPHALT MILLING (1.5" MIN.)

Y 18" SELECT MATERIAL

D2 2.5" I19.0C INTERMEDIATE COURSE

D1 3.0" I19.0C INTERMEDIATE COURSE

E2 3.0" B25.0C BASE COURSE

E3 4.0" B25.0C BASE COURSE

R4 9"x12" CONCRETE CURB

Z COMPACTED SUBGRADE

X SEPARATION/STABILIZATION GEOTEXTILE

1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN

OTHERWISE.

2. SURFACE COURSE FOR WIDENING AND

OVERLAY/OVERBUILD LOCATIONS SHALL BE PAVED AT

THE SAME TIME.

3. VARIABLE DEPTH MILLING AND OVERLAY/OVERBUILD TO

BE CONTROLLED BY GRADES ESTABLISHED BY THE

PROFILES AND CROSS SECTIONS CONTAINED WITHIN

THIS PLAN SET.

4. IF FIELD CONDITIONS DIFFER FROM THE PLANS SUCH

THAT A 1.5" (MIN.) MILL CANNOT BE ACHIEVED THE

CONTRACTOR WILL CONTACT THE ENGINEER

IMMEDIATELY PRIOR TO PROCEEDING.

5. REFER TO ROADWAY PLANS FOR DETAILS ON

DIMENSIONS THAT VARY.

6. R3 TO BE USED WHEN MEDIAN ISLAND IS LESS THAN 6

FEET. R4 TO BE USED WHEN MEDIAN ISLAND IS 6 FEET

OR GREATER

12816340