2018_0129_RTA_Perimeter_Road_Plans.pdf

PDF 21 MB Posted May 24, 2018

Attached to: Repair Perimeter Access Road Federal contract opportunity
Solicitation number: W91236-18-B-0016
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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RTA Design Submittal: 2018 0129 RTA Perimeter Road Plans

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Other files for this federal contract opportunity

Other files attached to Repair Perimeter Access Road, newest first.
File	Type	Posted
B.01.02_Abstract_of_Offer_W91236-18-B-0016_Repair_Perimeter_Access_Road_DLA.pdf	PDF	Aug 23, 2018
A.07.24_Amendment_0002_ProjNet_Inquiry_W91236-18-B-0016_Repair_Perimeter_Access_Rd_DLA.pdf	PDF	Jun 21, 2018
A.01.25_ProjNet_Inquiries_W91236-18-B-0016_Repair_Perimeter_Access_Road.pdf	PDF	Jun 21, 2018
G.01.47_Site_Visit_Participants_Sign_In_W91236-18-B-0016_Repair_Perimeter_Access_Road.pdf	PDF	Jun 6, 2018
A.07.24_Amendment_0001_Site_Visit_W91236-18-B-0016_Repair_Perimeter_Access_Rd_DLA.pdf	PDF	May 24, 2018
2018_0129_RTA_Repair_Perimeter_Road_Specs.pdf	PDF	May 24, 2018
A.07.23_W91236-18-B-0016_Repair_Perimeter_Access_Road_DLA.pdf	PDF	May 24, 2018

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CHIEF, ENGINEERING & CONSTRUCTION DIVISION

CHIEF, ENGINEERING BRANCH

APPROVED

ENGINEERING BRANCH DESIGN LEAD

RECOMMENDED

INDEX OF DRAWINGS.

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDICATED ON

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

VICINITY MAP LOCATION MAP

PROJECT LOCATION

Washington

Richmond

VIRGINIA

Roanoke

Lynchburg p p p p p p p p p p p p

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K E

B A

Petersburg

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301 360

58 1781

NOT TO SCALENOT TO SCALE

RICHMOND, VIRGINIA

DEFENSE SUPPLY CENTER

REPAIR EXISTING PERIMETER ROAD

VA. RTE 150

INTERSTATE 95

RTE 1 & 301

CSX RR

ROAD G

5TH ST.

PERIMETER RD.

PROJECT LOCATION

CSX RR

ACCESS

CONSTRUCTION

NORTH GATE

ROAD A

THE EXISTING ROAD SURFACE.

DISTURBANCE AND THE CONSTRUCTION LIMITS DO NOT EXTEND BEYOND

TO EXISTING SIDEWALKS. THE PROJECT DOES NOT INCLUDE ANY LAND

MILLING AND OVERLAY OF AN EXISTING CURBED ROADWAY, AND ADJUSTMENTS

PAVEMENT OVERLAY OF AN EXISTING PAVED AND GRAVEL ROAD SURFACE,

THIS PROJECT CONSISTS OF ROUTINE MAINTENANCE THAT INCLUDES A

CONTRACT NO. W91236-14-D-0028-0011-2

JANUARY 29, 2018

RTA DESIGN SUBMITTAL

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G-003

SCALE: 1" = 200'-0"

200'100'200' 0

SHEET C-115

SHEET C-114

SHEET C-113 SHEET C-112

SHEET C-111

SHEET C-110

SHEET C-109

SHEET C-108

SHEET C-107

SHEET C-106

SHEET C-105

SHEET C-104

SHEET C-103

SHEET C-102

SHEET C-101

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PERIMETER ROAD

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MANAGER.

CONTRACTOR IS REQUIRED TO COORDINATE ALL ASPECTS OF THE WORK WITH THE COR AND THE DSCR PROJECT 27.

DRAINAGE INLETS, AND VALVE BOXES MAY BE REQUIRED TO MEET PROJECT REQUIREMENTS.

CONTRACTOR IS ADVISED THAT HAND WORK ADJACENT TO IN-PAVEMENT STRUCTURES SUCH AS MANHOLES, 26.

EXPENSE TO ORIGINAL OR BETTER CONDITIONS.

ANY DAMAGE BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AND AT THE CONTRACTOR'S 25.

COMMENCEMENT OF WORK. TWO WEEK PRIOR NOTICE IS REQUIRED.

IMPACT TO THE DSCR WORK FORCE, EVENTS ON BASE, AND MUST BE APPROVED BY THE DSCR PM PRIOR TO THE

ALL WORK SHALL BE SCHEDULED THROUGH THE COR TO THE DSCR PROJECT MANAGER AND SHALL MITIGATE 24.

BARRICADING AND FENCING, ETC.

WARNING SIGNS AND LIGHTING, ROAD CONDITION SIGNAGE, ROAD CLOSURE SIGNAGE, WORK SITE

INSTALLED AND MAINTAINED AT ALL TIMES TO INCLUDE BUT NOT LIMITED TO DETOUR ROUTES, CONSTRUCTION

CONTRACTOR SHALL BE RESPONSIBLE FOR BARRICADES AND TEMPORARY SIGNAGE. ALL SHALL BE PROPERLY 23.

BE GRANTED FOR EXCAVATION.

ALLOW AT LEAST TWO WEEKS FOR APPROVAL PROCESS. ONCE UTILITIES ARE MARKED, CLEARANCE WILL

BE SUBMITIED TO THE ACTIVITY PRIOR TO DOING ANY DIGGING ON THIS PROJECT. CONTRACTOR SHOULD

CONTRACTOR REQUIRED TO NOTIFY MISS UTILITY PRIOR TO ANY EXCAVATION. A DIG PERMIT REQUEST SHALL 22.

WILL BE PROVIDED AT CONTRACTOR'S EXPENSE.

ELECTRONICALLY SUBMITIED DRAWING. IF APPROVED, PROPER ROUTING, SIGNAGE, AND TRAFFIC CONTROL

REQUEST FOR CLOSURE SHALL INCLUDE COMPLETE DETAILS OF ALTERNATE ROUTE TO INCLUDE

CLOSED UNLESS WRITIEN REQUEST FOR CLOSURE IS SUBMITIED AND APPROVED TWO WEEKS IN ADVANCE.

NON-CONTRACTOR VEHICLES TO INCLUDE EMERGENCY RESPONSE VEHICLES. NO ROADS WILL BE COMPLETELY

CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC FOR ALL WORK AREAS AT ALL TIMES FOR 21.

TO COR WEEKLY FOR SUBMISSION TO INSTALLATION MANAGEMENT PROJECT MANAGER.

ACTUAL QUANTITIES OF BITUMINOUS MATERIALS MILLED AND REMOVED FROM SITE SHALL BE PROVIDED 20.

ANY DAMAGE TO EXISTING STRUCTURES SHALL BE CORRECTED BY CONTRACTOR.19.

CONTRACTOR SHALL MAINTAIN POSITIVE SLOPE TO ALL STORM DRAIN INLETS.18.

ADJUSTED WATER VALVE BOX TOPS SHALL BE PAINTED BLUE.

APPURTENANCES SHALL BE LOCATED, PROTECTED, AND ADJUSTED TO 1/4 INCH BELOW NEW FINISHED SURFACE.

INLETS,MANHOLE TOPS, GAS VALVES, WATER VALVE BOX TOPS, SAMPLING WELL TOPS, OR ANY OTHER

SURFACE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL TOP ELEVATIONS OF GRATES, RIM ELEVATIONS FOR ALL IN PAVEMENT STRUCTURES SHALL BE ADJUSTED TO 1/4 INCH BELOW NEW FINISHED 17.

CONTRACTOR TO VERIFY EXACT LOCATION OF ALL SITE FEATURES FOR THIS PROJECT PRIOR TO BEGINNING WORK.16.

TO ITS ORIGINAL LOCATION OR AS DESIGNATED BY THE COR.

SATISFACTORILY COMPLETED, THE CONTRACTOR SHALL BE RESPONSIBLE TO PLACE ANY MOVED ITEM BACK

TEMPORARY STORAGE LOCATIONS SHALL BE AS DESIGNATED BY DSCR PM. ONCE THE WORK AREAS ARE

THE WORK SHALL BE REMOVED FROM THE WORK AREA BY AND AT THE EXPENSE OF THE CONTRACTOR.

BUMPER GUARDS, SIGNAGE, PARKING SIGNAGE, SHELTERS, AND ANY OTHER ITEM THAT CONFLICTS WITH

ALL DEFENSE SUPPLY CENTER RICHMOND (DSCR) CONCRETE, BRICK, OR OTHER BARRICADES; REMOVABLE 15.

PROPER FLAGGING AND/OR TRAFFIC CONTROL OPERATIONS SHALL BE ACCOMPLISHED AT ALL TIMES.14.

TOWERS SHALL BE MAINTAINED AT ALL TIMES. THIS INCLUDES TRACTOR TRAILER SIZE VEHICLES.

VEHICULAR AND PEDESTRIAN ACCESS TO ALL WAREHOUSES, BUILDINGS, BRIDGES, GATES, AND CELL PHONE 13.

WORK TO NEW PAVING WORK.

GRASSING SHALL NOT BE MEASURED AND PAID FOR SEPARATELY BUT WILL BE CONSIDERED AS INCIDENTAL 12.

RATE 1.5 TO 2 TONS PER ACRE).

2 LBS. PER ACRE); FOXTAIL MILLET (APPLICATION RATE OF 20 LBS. PER ACRE); STRAW MULCH (APPLICATION

KENTUCKY 31 FESCUE (APPLICATION RATE OF 2 LBS. PER ACRE); RED TOP GRASS (APPLICATION RATE OF

FOLLOWING PREPARATION OF SEEDBED, PROVIDE THE FOLLOWING SEED MIXTURE CONSISTING OF: 11.

FERTILIZER 10-20-10 (APPLICATION RATE OF 1,000 LBS PER ACRE).

TOPSOIL WILL CONSIST OF THE APPLICATI ON : LIME (APPLICATION RATE OF 2 TONS PER ACRE) ;

SPECIFICATIONS. AFTER PLACEMENT OF TOPSOIL AS REQUIRED GRASSING AREAS, IMPROVEMENTS TO

WITH SECTION 602 TOPSOIL OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S 2016 ROAD AND BRIDGE

EXISTING TOPSOIL SHALL BE REMOVED, STOCKPILED AND PLACED IN AREAS TO BE GRASSED IN ACCORDANCE 10.

SPECIFICATIONS.

SECTION 603 (SEEDING) OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S 2016 ROAD AND BRIDGE

EXISTING TURF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRASSED IN ACCORDANCE WITH 9.

AT CONTRACTOR'S EXPENSE, TO REMOVE DEBRIS IN THE EVENT IT BECOMES A PROBLEM TO THE ACTIVITY.

DEBRIS AT ALL TIMES. CONTRACTING OFFICER MAY REQUIRE CONTRACTOR TO PROVIDE VACUUM SWEEPERS, CONTRACTOR WILL BE RESPONSIBLE FOR INSURING THAT HAUL ROUTES REMAIN CLEAR OF CONSTRUCTION 8.

CONFLICTS.

CONSTRUCTION SIGNAGE TO CONTROL VEHICULAR MOVEMENTS AROUND WORK SITE TO REDUCE POTENTIAL

OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. CONTRACTOR SHALL PROVIDE TRAINED FLAGMEN AND

BE IN ACCORDANCE WITH SECTION 512 - "MAINTAINING TRAFFIC", OF THE 2016 ROAD AND BRIDGE SPECIFICATIONS

TO CLEARLY IDENTIFY ONGOING WORK AND TRAFFIC MOVEMENT AREAS. TRAFFIC MANAGEMENT SHALL

CONTRACTOR WILL BE REQUIRED TO PROVIDE AND MAINTAIN CONSTRUCTION SIGNAGE AND MARKINGS 7.

SITE CONDITIONS PRIOR TO START OF ANY WORK.

CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE COR PHOTOGRAPHIC EVIDENCE OF EXISTING

UPON COMPLETION OF PROJECT, THE LAYDOWN AREA WILL BE RETURNED TO ITS ORIGINAL CONDITION. 6.

PROVIDE WHATEVER UTILITIES ARE NECESSARY TO COMPLETE THE WORK.

CONTRACTOR'S LAYDOWN AREA DOES NOT INCLUDE ANY UTILITIES. CONTRACTOR WILL BE REQUIRED TO 5.

BE REQUESTED AND COORDINATED THROUGH THE COR TO THE INSTALLATION MANAGEMENT PROJECT MANAGER.

CONTRACTOR WILL BE PROVIDED A LAYDOWN AREA FOR USE DURING THE PROJECT. ACTUAL LOCATION SHOULD 4.

HAUL ROUTES WILL BE AS INDICATED ON THE PLANS.3.

CONTRACTOR'S ACCESS TO THE ACTIVITY WILL BE VIA THE NORTH GATE AS INDICATED ON THE PLANS.2.

OF ASPHALT PAVEMENT AND PLACING COMPACTED AGGREGATE BASE IN POTHOLES AND WASH OUT AREAS.

THE WORK INCLUDES REPAIRS TO THE EXISTING PERIMETER ROAD BY OVERLAYING THE ROAD WITH 2 INCHES 1.1

CONSIST OF THE FOLLOWING:

OF NEW ASPHALT PAVEMENT WITHIN THE DSCR, VA. REPAIRS TO EXISTING ASPHALT ROADWAYS PRIMARILY

THIS PROJECT PROVIDES FOR REPAIRS TO EXISTING ASPHALT ROADWAYS AS WELL AS THE CONSTRUCTION 1.

GENERAL NOTES

THE CONTRACTOR SHALL SWEEP THE ROAD SURFACE PRIOR TO APPLYING TACK COAT.29.

CONTRACTOR SHALL WARP AND SWALE SURFACES TO MEET DRAINAGE STRUCTURES AND TO PROVIDE POSITIVE DRAINAGE.28.

NTS

8' 8'

ADA STANDARD PARKING SPACE DETAIL

WHITE STRIPE, TYP

4" PAINT

(SEE DETAIL, SHEET W-503)

ADA SYMBOL, TYP

MIN

ALL DIMENSIONS ARE MEASURED TO THE CENTER OF THE PAINTED LINES5.

POST AND FOUNDATION DETAILS.

REFER TO VDOT ROAD AND BRIDGE STANDARD STP-1 TO SELECT SIGN 4.

MARKING TYPES WILL BE PERMITTED.

IN ACCORDANCE WITH VDOT SECTION 246.02 (C). NO OTHER PAVEMENT

ALL PROPOSED PAVEMENT MARKINGS SHALL BE VDOT TYPE B, CLASS I3.

AND REAPPLIED AT THE EXPENSE OF THE CONTRACTOR.

IMPROPERLY APPLIED OR LOCATED WILL BE COMPLETELY REMOVED

ADHESION PER MANUFACTURER SPECIFICATIONS. ALL MARKINGS

CONTRACTOR WILL PREPARE THE PAVEMENT SURFACE FOR PROPER 2.

ROAD AND BRIDGE STANDARDS.

2016 EDITION VIRGINIA DEPARTMENT OF TRANSPORTATION E.

ROAD AND BRIDGE SPECIFICATIONS.

2016 EDITION VIRGINIA DEPARTMENT OF TRANSPORTATION D.

SIGNS.

2011 EDITION WITH 2015 REV 1 VIRGINIA STANDARD HIGHWAY C.

HIGHWAYS.

2009 MANUAL ON UNIFORM TRAFFIC DEVICES FOR STREETS AND

2011 EDITION WITH 2013 REV 1 VIRGINIA SUPPLEMENT TO THE B.

DEVICES FOR STREETS AND HIGHWAYS (MUTCD).

2009 EDITION WITH 2012 REV 1 & 2 MANUAL ON UNIFORM TRAFFIC A.

FOLLOWING STANDARDS:

ALL SIGNING AND PAVEMENT MARKING WILL CONFORM TO THE 1.

SIGNING AND PAVEMENT MARKING NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

A S S

H O

W N

-J

A N -2

E N

T A

B L E

T -A

C O

E \T a s k O rd e r T h re e R o a d s \C

R -3

R o a d

R e p a ir \S h e e ts \0

G e n e ra l\

R -3 -G

-0 .d g n

IDENTIFICATION

SHEET

SHEET OF

N O

R F

O L

N O

R F

O L

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

H M

O N

F E

N S

E S

U P

P L

Y C

E N

T E

R E

P A

G P

E R

E T

E R R

O A

D -J

A N

U A

R Y -1

T H

K D

P L

C M

W -1

-D -0

-0

-2

(7 -1

V ir g in ia B e a c h

V A

S u it e

B e n d ix R o a d

W S

P U

S A I n

°1

S 85°53'37" E 1 ,336.44'

SURVEY ?

S U

R V E

N= 3,67 5,304.8

E=11,788, 299.830

ELEV=114.07

TRAV#512

PK NAIL

R O

30077

TREE10"cm

30097

TREE10"cm

30098

TREE10"cm

ASPHALT

GUARDRAIL

ALK

SIDEWALK

P/ P#

STOP

SIG

C R E

R T L E

C R E

R T L E

C R E

R T L E

C R E

R T L E

C R E

R T L E

C R E

R T L E

L P

E M

L P E

M R

L E

P E D

N O

ASPHALT

E W

A L K C

C U

R B

C U

R B

N E S S

O S T

L P

2 C&G

P O S T

15"CMP

M P

A P P

R O

APPROX. DIR.

15"RCP

18"RCP

C P

12"R

C P

15"RCP

GRASS

PROX.

DIR

S 85°53'37" E 1 ,336.44'

SURVEY ?

4.9 30181

GRND SHOT

5.6

30189

L/Pemr5

S30188

SAN MH202

5.9

6.2

S30187

SAN MH201

30184

EDGE CONC

6.4

30185

EDGE CONC

30183

EDGE CONC

30175

GRND SHOT

30182

EDGE CONC

30186

SAN MH200D

30111

DI EDGE

30099

630110

DI EDGE

30106

FLOW LINE

30108

FLOW LINE

30112

DI EDGE

130113

DI EDGE

30109

YARD INLET103

30100

FLOW LINE

30168

Sidewalk(F)

30169

Sidewalk(B)

30116

FLOW LINE

30115

6.9

30173

GUARD RAIL

30172

GUARD RAIL

30174

GUARD RAIL

30178

Sidewalk(B)

7.0

30198

GUARD RAIL

30179

Sidewalk(F)

7.1

30104

CURB

30124

GUARD RAIL

30180

7.2

30138

FLOW LINE

30170

Sidewalk(F)

30123

GRND SHOT

30199

GUARD RAIL

30140

FLOW LINE

30171

Sidewalk(B)

30101

CURB

30125

30117

CURB

7.3

30141

30176

30107

FLOW LINE

30103

EDGE CONC30103

CURB

30191

CURB

30126

PAV SHOT

30105

FLOW LINE

30201

Signstop

30192

30190

FLOW LINE

30146

PAV SHOT

30212

FLOW LINE

30158

Sidewalk(B)

30200

GUARD RAIL

30102

EDGE CONC30102

CURB

30197

EP107.54

30164

Sidewalk(F)

30167

30213

30165

Sidewalk(F)

30196

FLOW LINE

30157

30205

30193

FLOW LINE

30166

Sidewalk(F)

30206

FLOW LINE

30177

PAV SHOT

30204

EP107.60

30154

30162

Sidewalk(B)

30223

CURB

30216

FLOW LINE

30203

FLOW LINE

30217

30219

FLOW LINE

30222

FLOW LINE

30210

PAV SHOT

7 30221

30163

Sidewalk(B)

30218

30127

30209

PAV SHOT

30156

CURB

30161

Sidewalk(B)

30145

PAV SHOT

30128

CURB

30153

30139

CURB

30130

30121

GUARD RAIL

30135

30160

Sidewalk(B)

30150

30214

GRND SHOT

30094

FLOW LINE

30159

Sidewalk(B)

30131

30147

30142

CURB

30129

CURB

30096

L/P18-2

30114

TREE10"cm

30134

30095

7.9

30144

TREE10"cm

30120

30211

CURB

30155

CURB

30118

NAIL(S)

30152

CURB

30207

CURB

30132

CURB

30148

CURB

30149

CURB

30208

GUARD RAIL

30215

CURB

30202

CURB

30194

CURB

30220

CURB

30195

CURB

30151

GRND SHOT

30092

GRND SHOT

8.1

30119

PAV SHOT

30136

GRND SHOT

30133

CURB

30137

CURB

30090

GUARD RAIL

30093

CURB

8.3

30143

TREE10"cm

30088

30086

GUARD RAIL

30122

GRND SHOT

30085

GUARD RAIL

30084

FO WIT.PST.

30089

GRND SHOT

30091

30083

GUARD RAIL

30087

PAV SHOT

30056

DI EDGE

30057

DI EDGE

30059

DI EDGE

30054

YARD INLET100

30060

DI EDGE

30055

DI EDGE

30061

DI EDGE

30063

YARD INLET101

30080

GUARD RAIL

30074

EDGE GRAV30074

30078

FLOW LINE

30073

EDGE GRAV

30072

EDGE GRAV

30082

GUARD RAIL

G 30081

GAS POST

30062

YARD INLET102

30071

EDGE GRAV

30064

30075

GRVL SHOT

30070

GRVL SHOT

30067

EDGE GRAV

30068

EDGE GRAV

30079

CURB

30069

EDGE GRAV

30066

EDGE GRAV30066

30065

PAV SHOT

30051

GUARD RAIL

30076

GRND SHOT

G 30058

GAS POST

30052

Sidewalk(F)

9.8

30053

Sidewalk(B)

9.9

30050

0.0

30048

0.1

30049

PAV SHOT

0.3

30047

GRND SHOT

0.7

30039

GRND SHOT

110.7

30043

0.8

30041

Sidewalk(F)110.83

30040

Sidewalk(B)110.87

30042

GUARD RAIL

30045

0.9

30044

PAV SHOT

1.1

30038

L/Pemr2

30046

GRND SHOT

30037

T-PEDnn

30032

EP111.90

30033

GUARD RAIL

30036

GRND SHOT

112.1

30030

2.1

30034

Sidewalk(F)

112.14 30035

Sidewalk(B)

112.15

30031

PAV SHOT

2.2

30029

GRND SHOT

2.8

30028

GRND SHOT

3.9

30027

4.0

30025

EP114.22

30026

PAV SHOT

4.3

30024

GUARD RAIL

30023

Sidewalk(F)

114.61 30022

Sidewalk(B)

114.75

30005

5.6

30006

GRND SHOT

5.7

30000

30002 ppl/031

30004

6.1

30018

PAV SHOT116.20

30019

GUARD RAIL

30017

EP116.22

30003

6.2

30001

Signmtl

30020

Sidewalk(F)116.37 30021

Sidewalk(B)

116.41

30016

EP116.69

30007

PAV SHOT

6.7

30015

GUARD RAIL

30014

Sidewalk(F)

117.09 30013

Sidewalk(B)117.13

30008

117.16

30012

Signstop

30009

GUARD RAIL

30010

Sidewalk(F)

117.59 30011

Sidewalk(B)117.68

C-101

KEY PLAN

E P

L A

SCALE: 1" = 30'-0"

30'15'30' 0

M A

T C

H L

E S

T A S

H E

E T C -1

-J

A N

U A

R Y -1

P O T

0+ .0

P C

+7 8.

P T

P C

P T

Curve PRD1

PI = 102+44.21

T = 166.15' L = 310.25' R = 350.00'

100+78.06PC =

PT = 103+88.31

Curve PRD2

PI = 105+01.00

T = 59.72' L = 119.41' R = 2,000.00'

104+41.28PC =

PT = 105+60.69

RD. CONSTR. B

PROP. PERIMETER

STA. 100+29.78

BEGIN CONSTRUCTION

SAWCUT LINE

H S

T R

E E

SAWCUT LINE

AND RESET

SIGN TO BE REMOVED

STA. 100+29.78

OVERLAY

BEGIN PAVEMENT

R=5'

R=4'

R=15'

R=23'

R=18'

R=22' R=25'

R=15' R=10'

PER VDOT STD. CG-12 DETAIL

WARNING SURFACE

INSTALL DETECTABLE

5.31 SY

ASPHALT PAVEMENT

MATCH NEW

REPLACE SIDEWALK TO

PER VDOT STD. CG-12 DETAIL

WARNING SURFACE

INSTALL DETECTABLE

13.83 SY

ASPHALT PAVEMENT

MATCH NEW

REPLACE SIDEWALK TO

LINE

SAWCUT

13.73 SY

NO.21A,TYPE II

15' GRAVEL

14.83 SY

NO.21A,TYPE II

15' GRAVEL

THERMOPLASTIC

24" WHITE

CROSS WALK

REPLACE

WHITE STRIPE

INSTALL 24" THERMOPLASTIC

WHITE STRIPE

24" THERMOPLASTIC

INSTALL

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

A S S

H O

W N

-J

A N -2

E N

T A

B L E

T -A

C O

E \T a s k O rd e r T h re e R o a d s \C

R -3

R o a d

R e p a ir \S h e e ts \0

C iv il \1

R -3 -C -1

.d g n

IDENTIFICATION

SHEET

SHEET OF

N O

R F

O L

N O

R F

O L

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

H M

O N

F E

N S

E S

U P

P L

Y C

E N

T E

R E

P A

G P

E R

E T

E R R

O A

T H

K D

P L

C M

W -1

-D -0

-0

-2

(7 -1

V ir g in ia B e a c h

V A

S u it e

B e n d ix R o a d

W S

P U

S A I n c

LEGEND

NOTES

IP-B INLET PROTECTION

2,139 SY

OVERLAY EXISTING PAVEMENT

PROPOSED 2" MILLING AND

WEIGHT EQUALS 220 LB/SY - 582.84 SY

ASPHALT CONCRETE CEMENT

COMPACTED AND OVERLAID WITH

EXISITING GRAVEL AREA TO BE

PER INCH OF DEPTH - 14,471.49 SY

WEIGHT EQUALS 220LB/SY

ASPHALT CONCRETE CEMENT

PROPOSED OVERLAY NEW PAVEMENT

ENTIRE PROJECT LENGTH.

QUANTITIES PROVIDED ARE FOR THE

TO BE ADJACENT TO PROP. STOP BAR.

STOP SIGNS SHALL BE RELOCATED

TOTAL PLAN QUANTITY.

POTHOLE QUANTITY INCLUDED IN THE

GRAVEL AREAS ASSUME 10% WASHOUT/

PRIOR TO OPENING THE ROAD TO TRAFFIC.

ALL SIGNS TO BE REMOVED, RESET

R V E

°2

N= 3,67 5,472.5

E=11,789, 560.075

ELEV=115.55

TRAV#9

ROD&CAP

30294

FIRE HYD

30359

FIRE HYD

ASPHALT

L P

E M

F .O

M E T

N F

W V

C O

N C

M E T A L

W V

M E T A L

G U

A R

D R

Y E

P O S T

DEW

M P

A P P

R O

15"CMP

APPROX. DIR.

15"RCP

12"CMP

APPROX. DIR.

GRASS

30382

PAV SHOT

30378

DI EDGE

30377

DI EDGE

30383

PAV SHOT

30379

YARD INLET106

30375

DI EDGE

30376

DI EDGE

.76

D30380

STORM MH107

30355

FLOW LINE

30332

DI EDGE

30352

EDGE CONC30352

FLOW LINE

30329

DI EDGE

30334

YARD INLET104

30373

PAV SHOT

30336

PAV SHOT

.57

30350

EDGE CONC

30361

GRND SHOT

30333

DI EDGE

30328

DI EDGE

30331

DI EDGE

30354

EDGE CONC

30372

PAV SHOT

30374

PAV SHOT

30330

DI EDGE

30351

EDGE CONC

30353

EDGE CONC

30363

GRND SHOT

30360

GRND SHOT

30337

PAV SHOT

30335

PAV SHOT

30364

GRND SHOT

30340

GRND SHOT

30326

PAV SHOT

.47

30371

PAV SHOT

30358

WTR VALVE

30368

GRND SHOT

30362

GRND SHOT

30370

30357

Signmtl

30348

EDGE CONC

30349

EDGE CONC

30325

PAV SHOT

.64

30344

DI EDGE

30345

DI EDGE

30346

DI EDGE

30347

EDGE CONC

30343

DI EDGE

30356

CURB INLET105

30342

FO WIT.PST.

30316

PAV SHOT

30367

GRND SHOT

30338

PAV SHOT

30322

GRND SHOT

30327

PAV SHOT

30339

30365

GRND SHOT

30366

GRND SHOT

.9 30369

GRND SHOT

30319

GRND SHOT

30324

PAV SHOT

30323

30313

PAV SHOT

30341

GRND SHOT

30315

PAV SHOT

30321

GRND SHOT

30309

GRND SHOT

30317

PAV SHOT

30318

30320

GRND SHOT

30310

GRND SHOT

30314

PAV SHOT

30304

PAV SHOT

30308

GRND SHOT

30311

30312

PAV SHOT

30307

GRND SHOT

.330297

GRND SHOT

30303

PAV SHOT

30296

GRND SHOT

30305

PAV SHOT

30306

30295

WTR VALVE

30300

30301

Signmtl

30302

30293

GRND SHOT

30298

30299

PAV SHOT

30292

GRND SHOT

30288

Signmtl

30289

30287

GRND SHOT

30286

30291

30290

PAV SHOT

30279

GRND SHOT

30282

30278

GRND SHOT

30285

30283

GRND SHOT

30284

PAV SHOT

30280

630276

GRND SHOT

30281

PAV SHOT

30270

30271

30277

GRND SHOT

30272

Signmtl

30273

PAV SHOT

30275

30274

PAV SHOT

30265

GRND SHOT

30264

GRND SHOT

30262

Sidewalk(F)

30261

Sidewalk(B)

30260

GRND SHOT

30249

GRND SHOT

30268

PAV SHOT

30266

30269

30267

PAV SHOT

30263

Sidewalk(F)

30259

Sidewalk(B)

30250

GRND SHOT

30255

Sidewalk(B)

30258

Sidewalk(B)1 .2

30254

Sidewalk(B)

30253

Sidewalk(B)

30257

Sidewalk(F)

30248

30256

Sidewalk(F)

30251

PAV SHOT

30246

GUARD RAIL

30247

730245

Signyield

30252

L/Pemr6

30230

GRND SHOT

3.3

30243

830244

GUARD RAIL

30231

Sidewalk(B)

3.7

30232

Sidewalk(F)

3.9

30233

4.0

30241

GUARD RAIL

30240

1 30242

GRND SHOT

30234

PAV SHOT

30229

GRND SHOT

4.9

30235

PAV SHOT

30238

GRND SHOT

30237

GUARD RAIL

30239

30228

Sidewalk(B)

5.9

30227

Sidewalk(F)

6.2

30236

PAV SHOT

30226

6.4

30225

PAV SHOT

30224

PAV SHOT

C-102

E P

L A

SCALE: 1" = 30'-0"

30'15'30' 0

M A

T C

H L

E S

T A S

H E

E T C -1

M A

T C

H L

E S

T A S

H E

E T C -1

KEY PLAN 14

-J

A N

U A

R Y -1

P C

7 P

P C

1 1

P T

Curve PRD3

PI = 107+24.50

T = 59.96' L = 119.77' R = 1,000.00'

106+64.55PC =

PT = 107+84.32

Curve PRD4

PI = 111+51.30

T = 76.77' L = 153.37' R = 1,300.00'

110+74.53PC =

PT = 112+27.90

RD. CONSTR. B

PROP. PERIMETER

SAWCUT LINE

PARKING LOT

2N D S

EET

R=15'

IP-B

PER VDOT STD. CG-12 DETAIL

WARNING SURFACE

INSTALL DETECTABLE

8.66 SY

ASPHALT PAVEMENT

MATCH NEW

REPLACE SIDEWALK TO

PER VDOT STD. CG-12 DETAIL

WARNING SURFACE

INSTALL DETECTABLE

4.71 SY

ASPHALT PAVEMENT

MATCH NEW

REPLACE SIDEWALK TO

AND RESET

SIGN TO BE REMOVED

TURN ARROW

MARKINGS THRU/RIGHT

INSTALL PAVEMENT

TURN ARROW

MARKINGS THRU/LEFT

INSTALL PAVEMENT

THERMOPLASTIC

24" WHITE

CROSS WALK

REPLACE

ARROW

MARKINGS THRU

INSTALL PAVEMENT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

A S S

H O

W N

-J

A N -2

E N

T A

B L E

T -A

C O

E \T a s k O rd e r T h re e R o a d s \C

R -3

R o a d

R e p a ir \S h e e ts \0

C iv il \1

R -3 -C -1

.d g n

IDENTIFICATION

SHEET

SHEET OF

N O

R F

O L

N O

R F

O L

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

H M

O N

F E

N S

E S

U P

P L

Y C

E N

T E

R E

P A

G P

E R

E T

E R R

O A

T H

K D

P L

C M

W -1

-D -0

-0

-2

(7 -1

V ir g in ia B e a c h

V A

S u it e

B e n d ix R o a d

W S

P U

S A I n c

LEGEND

NOTES

IP-B INLET PROTECTION

2,139 SY

OVERLAY EXISTING PAVEMENT

PROPOSED 2" MILLING AND

WEIGHT EQUALS 220 LB/SY - 582.84 SY

ASPHALT CONCRETE CEMENT

COMPACTED AND OVERLAID WITH

EXISITING GRAVEL AREA TO BE

PER INCH OF DEPTH - 14,471.49 SY

WEIGHT EQUALS 220LB/SY

ASPHALT CONCRETE CEMENT

PROPOSED OVERLAY NEW PAVEMENT

ENTIRE PROJECT LENGTH.

QUANTITIES PROVIDED ARE FOR THE

TO BE ADJACENT TO PROP. STOP BAR.

STOP SIGNS SHALL BE RELOCATED

TOTAL PLAN QUANTITY.

POTHOLE QUANTITY INCLUDED IN THE

GRAVEL AREAS ASSUME 10% WASHOUT/

PRIOR TO OPENING THE ROAD TO TRAFFIC.

ALL SIGNS TO BE REMOVED, RESET

N 8 2°43 '03"

8.40

'SURVEY ?

N= 3,67 5,472.5

E=11,789, 560.075

ELEV=115.55

TRAV#9

ROD&CAP

N= 3,67 5,535.7

E=11,790, 054.453

ELEV=118.71

TRAV#8

ROD&CAP

N= 3,67 5,209.1

E=11,789, 632.835

ELEV=95.92

TRAV#500

ROD&CAP

CTV30425

CABLE PED

CTV30426

CABLE PED

30427

FIRE HYD

30566

BLDG COR

30557

DECK

30558

DECK

30559

DECKrect

30539

FIRE HYD

ASPHALT

P P

SIDEWALK

BUILDING

D E C

K S T E P S

W V

SIDEWALK

M E T A L

W V

C A T V

P E

D (2

DITCH

C O

N C

F .O

N E S S

O S T

8"PVC

V C

112110

111109

C P

A P P

R O

C P

A P P

R O

M P

15"CMPAPPROX. DIR.

BLIND CONN.

O U T L E T

12"CMP

L E T

M P

A P P

R O

15"RCP

GRASS

30572

GRND SHOT

30591

GRND SHOT

30597

DRAINAGE INLET112

30574

GRND SHOT

30575

GRND SHOT

.230592

GRND SHOT

30573

GRND SHOT

30576

OH ELEC

30576 ohe p pl/216

30552

GRND SHOT

30594

EP91.33

30595

EP91.39

30593

30514

91.46

INVERT

30461

FLOW LINE

30596

30587

PAV SHOT

30585

Sidewalk(F)

30586

Sidewalk(F) 9 .6

30458

91.7

CL DITCH

30458

91.71

EDGE CONC

30458

91.71

FLOW LINE

30584

30551

Sidewalk(F)

30588

PAV SHOT

30583

30577

30577 ohe - 7 ppl/

30541

GRND SHOT

30542

Sidewalk(F)

30581

Sidewalk(F)

30582

30578

Sidewalk(F)

30543

CONC SPOT

30580

Sidewalk(F)

30455

CL DITCH

30579

CONC SPOT

30571

30569

30549

Sidewalk(F)

30567

GRND SHOT

30460

EDGE CONC

30550

CONC SPOT

30590

30589

PAV SHOT

30538

Sidewalk(F)

30457

EDGE CONC30457

EDGE CONC

30452

CL DITCH

30553

30555

30462

92.31

EDGE CONC

30488

YARD INLET110

30536

GRND SHOT

30570

PAV SHOT

30568

GRND SHOT

30509

TOP BANK

30556

GRND SHOT

30548

WTR VALVE

30547

WTR VALVE

30464

TOP BANK

30494

BLDG COR

X 30545

PIV

30544

GRND SHOT

30554

PAV SHOT

30463

TOP BANK

30537

30495

BLDG COR

S30546

SAN MH204

30534

GRND SHOT

30565

STEP

30459

EDGE CONC

30540

WTR VALVE

30487

PAV SHOT

30497

30510

TOP BANK

30479

Sidewalk(F)

530481

30478

Sidewalk(F)

30480

30516

INVERT

30449

CL DITCH

30491

92.85

30490

30498

PAV SHOT

30492

8 30493

30416

DI EDGE30413

DI EDGE 30417

YARD INLET108

30513

TOP BANK

30477

Sidewalk(F)

30454

TOP BANK

30476

30535

30508

EDGE CONC

30507

93.03

EDGE CONC

30456

TOP BANK

.1 30505

EDGE CONC

30504

DI EDGE

30503

DI EDGE

30465

FO WIT.PST.

30533

30443

GRND SHOT

.1 30506

EDGE CONC

30501

DI EDGE

30502

DI EDGE

30500

CURB INLET109

30475

Sidewalk(F)

30484

Sidewalk(B)30484

Sidewalk(F)

30496

PAV SHOT

30532

30486

PAV SHOT

30474

Sidewalk(B)

30453

TOP BANK

30471

30531

30564

STEP

30415

DI EDGE

30512

TOP BANK

30414

DI EDGE

30412

DI EDGE

30411

DI EDGE

30472 .3

GRND SHOT

30511

TOP BANK

30530

30409

PAV SHOT

.34

30419

PAV SHOT

.36

30489

PAV SHOT

30448

TOP BANK

30482

Sidewalk(F)

30522

Sidewalk(F)

30526

30483

Sidewalk(F)

30451

TOP BANK

30468

30473

S30485

SAN MH203

30525

30430

GRND SHOT

30523

Sidewalk(F)

30398

PAV SHOT

.60

30521

Sidewalk(B)

30517

DI EDGE

30469

GRND SHOT

30520

DI EDGE

30518

DI EDGE

30524

Sidewalk(B)

30528

PAV SHOT

D30515

STORM MH111

30466

30519

DI EDGE

30470

PAV SHOT

30384

PAV SHOT

.76

30527

Sign

30446

WTR VALVE

30529

PAV SHOT

30445

WTR VALVE

30436

PAV SHOT

30563

STEP

30467

PAV SHOT

30434

.86

30408

PAV SHOT

.86

30439

GRND SHOT

30450

TOP BANK

30433

30420

PAV SHOT

.90

30418

PAV SHOT

30440

30437

GRND SHOT

30395

PAV SHOT

.99

30405

GRND SHOT

30442

30438

30435

.01

30423

GRND SHOT

30410

PAV SHOT

30399

PAV SHOT

.08

30397

PAV SHOT

30431

30441

PAV SHOT

30385

PAV SHOT

30402

GRND SHOT

30396

PAV SHOT

30422

30428

WTR VALVE

30562

STEP

30394

PAV SHOT

.42

30432

PAV SHOT

30421

PAV SHOT

30447

Signmtl

30406

30407

PAV SHOT

30381

PAV SHOT

30400

PAV SHOT

30401

30391

GRND SHOT

30561

STEP

30388

GRND SHOT

30393

PAV SHOT

30392

30386

PAV SHOT

30424

GRND SHOT

30387

30429

GRND SHOT

30444

GRND SHOT

30560

STEP

30403

GRND SHOT

30390

GRND SHOT

30404

GRND SHOT

30499

CHECK TRAV50030389

GRND SHOT

C-103

E P

L A

SCALE: 1" = 30'-0"

30'15'30' 0

M A

T C

H L

E S

T A S

H E

E T C -1

M A

T C

H L

E S

T A S

H E

E T C -1

KEY PLAN 15

-J

A N

U A

R Y -1

THE ENTIRE PROJECT LENGTH.

QUANTITIES PROVIDED ARE FOR

MILL & OVERLAY.

RESET UPON COMPLETION OF

BUILDING 194 ARE TO BE REMOVED AND

CONCRETE WHEEL STOPS AROUND

95 95

RD. CONSTR. B

PROP. PERIMETER

PARKING LOT

SAWCUT LINE

PROPOSED GRADE

MANHOLE RIM TO

ADJUST EXISTING SANITARY

PROPOSED GRADE

MANHOLE RIM TO

ADJUST EXISTING SANITARY

VALVE TO PROPOSED GRADE

ADJUST EXISTING WATER

VALVE TO PROPOSED GRADE

ADJUST EXISTING WATER

R=31'

R=15'

IP-B

SAWCUT LINE

2" MILL & OVERLAY

SIDEWALK GRADE

MATCH EXISTING

PER VDOT STD. CG-12 DETAIL

WARNING SURFACE

INSTALL DETECTABLE

5.43 SY

ASPHALT PAVEMENT

MATCH NEW

REPLACE SIDEWALK TO

AND RESET

SIGN TO BE REMOVED

THERMOPLASTIC

24" WHITE

CROSS WALK

REPLACE

THERMOPLASTIC

24" WHITE

CROSS WALK

INSTALL

WHITE STRIPE

INSTALL 24" THERMOPLASTIC

SHEET G-004

DETAILS ON

PARKING SEE

INSTALL ADA SHEET G-004

DETAILS ON

PARKING SEE

INSTALL ADA

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

A S S

H O

W N

-J

A N -2

E N

T A

B L E

T -A

C O

E \T a s k O rd e r T h re e R o a d s \C

R -3

R o a d

R e p a ir \S h e e ts \0

C iv il \1

R -3 -C -1

.d g n

IDENTIFICATION

SHEET

SHEET OF

N O

R F

O L

N O

R F

O L

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

H M

O N

F E

N S

E S

U P

P L

Y C

E N

T E

R E

P A

G P

E R

E T

E R R

O A

T H

K D

P L

C M

W -1

-D -0

-0

-2

(7 -1

V ir g in ia B e a c h

V A

S u it e

B e n d ix R o a d

W S

P U

S A I n c

LEGEND

NOTES

IP-B INLET PROTECTION

2,139 SY

OVERLAY EXISTING PAVEMENT

PROPOSED 2" MILLING AND

WEIGHT EQUALS 220 LB/SY - 582.84 SY

ASPHALT CONCRETE CEMENT

COMPACTED AND OVERLAID WITH

EXISITING GRAVEL AREA TO BE

PER INCH OF DEPTH - 14,471.49 SY

WEIGHT EQUALS 220LB/SY

ASPHALT CONCRETE CEMENT

PROPOSED OVERLAY NEW PAVEMENT

ENTIRE PROJECT LENGTH.

QUANTITIES PROVIDED ARE FOR THE

TO BE ADJACENT TO PROP. STOP BAR.

STOP SIGNS SHALL BE RELOCATED

TOTAL PLAN QUANTITY.

POTHOLE QUANTITY INCLUDED IN THE

GRAVEL AREAS ASSUME 10% WASHOUT/

PRIOR TO OPENING THE ROAD TO TRAFFIC.

ALL SIGNS TO BE REMOVED, RESET

S 49°12'19" E 743.12'

S 75°48'39" E 829.64'

SURVEY ?

N= 3,67 5,050.2

E=11,790, 617.038

ELEV=89.92

TRAV#501

ROD&CAP

30598

BLDG COR

30656

BLDG COR

30618

BLDG COR

30619

BLDG COR

30620

BLDG CORrect

30624

DECK

30632

DECK

30633

DECKrect

30695

FIRE HYD

8'CLF

ASPHALT

SIDEWALK

SIDEWALK L

E M

L P

E M

L P

E M

W V

C E

D A R

C E

D A R

C E

D A R

C E

D A R

C E

D A R

ASPHALT

GRAVEL

W V (3

M E T A L

BUILDING

D E C

K S T E P S

8"PVC

V C

C P

A P P

R O

GRASS

30760

GRND SHOT

30762

INVERTrcp

30776

TREE6"ced

30772

FENCE

30780

FENCE

30767

FENCE

30781

FENCE

30693

FENCE8"clf

30792

FENCE

30800

FENCE

30764

TREE6"ced

30793

FIRE HYD

30766

TREE6"ced

30683

Sidewalk(B)

30681

GRND SHOT

30682

Sidewalk(F)

.97

30765

TREE6"ced

30722

PAV SHOT

30759

FENCE

30719

PAV SHOT

30796

Sidewalk(B)

30795

Sidewalk(F)

30794

WTR VALVE

30797

Sidewalk(B)

30801

Sidewalk(B)

30798

Sidewalk(F)

30802

Sidewalk(F)

30791

Sidewalk(B)

30788

Sidewalk(B)

30716

PAV SHOT

30799

30684

Sidewalk(B)

30761

TREE6"ced

30685

Sidewalk(F)

.34

30790

Sidewalk(F)

30786

Sidewalk(F)

30785

L/Pemr22

30789

Sidewalk(F)

30787

Sidewalk(B)

30782

Sidewalk(B)

.45

30779

Sidewalk(B)

30778

Sidewalk(F)

30771

L/Pemr21

30721

PAV SHOT

30783

Sidewalk(F)

.50

30784

.53

30723

PAV SHOT

S30714

SAN MH207

30669

GRND SHOT

30715

PAV SHOT

30777

30720

PAV SHOT

30718

PAV SHOT

30712

PAV SHOT

30670

GRND SHOT

30773

Sidewalk(B)

30717

PAV SHOT

30694

FENCE8"clf

30774

Sidewalk(F)

30687

Sidewalk(B)

30775

30706

DI EDGE

30707

DI EDGE

30686

Sidewalk(F)

.98

30705

DI EDGE

30704

DI EDGE

30703

YARD INLET113

30769

Sidewalk(F)

30768

Sidewalk(B)

30680

GRND SHOT

30711

PAV SHOT

30713

PAV SHOT

30709

PAV SHOT

30688

Sidewalk(B)

30770

30689

Sidewalk(F)

30692

Sidewalk(B)

.27 30755

L/Pemr20

30701

PAV SHOT

30691

Sidewalk(F)

.30

30690

30708

PAV SHOT

30758

Sidewalk(B)

30757

Sidewalk(F)

30710

PAV SHOT

30668

GRND SHOT

30756

30698

PAV SHOT

.55

30604

GRND SHOT

.6 30606

GRND SHOT

30637

GRND SHOT

30671

GRND SHOT

30697

PAV SHOT

.66

30700

PAV SHOT

30679

30702

PAV SHOT

30677

PAV SHOT

30696

PAV SHOT

30644

EDGE GRAV

30674

PAV SHOT

30699

PAV SHOT

30605

GRND SHOT

30672

30642

EDGE GRAV

30665

PAV SHOT

30678

PAV SHOT

30643

GRVL SHOT

30645

EDGE GRAV

30646

EDGE GRAV

.230613

FIRE HYD

30667

30676

PAV SHOT

30641

EDGE GRAV

30599

GRND SHOT

30675

PAV SHOT

30640

EDGE GRAV

30647

EDGE GRAV30647

30673

PAV SHOT

30657

30648

GRVL SHOT

30612

WTR VALVE

30664

PAV SHOT

30649

PAV SHOT

30666

PAV SHOT

S30650

SAN MH206

30639

EDGE GRAV30639

30634

.55

30638

GRND SHOT

30660

GRND SHOT

30600

30658

Sidewalk(F) 9 .5

30655

Sidewalk(B )barrie r

30653

Sidewalk(B)

30662

30654

Sidewalk(B)

30611

WTR VALVE

30601

GRND SHOT

30661

30663

EP 9

30659

Sidewalk(F)

30636

30651

Sidewalk(B)

30614

30617

Signmtl

30610

WTR VALVE

30622

GRND SHOT

.730623

GRND SHOT

30652

Sidewalk(B)

30621

GRND SHOT

30635

PAV SHOT

30615

GRND SHOT

30603

X 30616

PIV

S30609

SAN MH205

30607

30608

PAV SHOT

30602

PAV SHOT

30631

Sidewalk(F)

.17

30629

STEP

30630

Sidewalk(B)30630

Sidewalk(F)

.23

30628

STEP

30627

STEP30626

STEP

30625

STEP

C-104

E P

L A

SCALE: 1" = 30'-0"

30'15'30' 0

M A

T C

H L

E S

T A S

H E

E T C -1

M A

T C

H L

E S

T A S

H E

E T C -1

KEY PLAN 16

-J

A N

U A

R Y -1

P C

P T

P C

Curve PRD5

PI = 122+48.45

T = 50.48' L = 100.95' R = 10,000.00'

121+97.97PC =

PT = 122+98.92

Curve PRD6

PI = 128+65.56

T = 117.33' L = 234.57' R = 3,325.00'

127+48.23PC =

PT = 129+82.79

RD. CONSTR. B

PROP. PERIMETER

PARKING LOT

PROPOSED GRADE

MANHOLE RIM TO

ADJUST EXISTING SANITARY

PROPOSED GRADE

MANHOLE RIM TO

ADJUST EXISTING SANITARY PROPOSED GRADE

MANHOLE RIM TO

ADJUST EXISTING SANITARY

VALVE TO PROPOSED GRADE

ADJUST EXISTING WATER

AND RESET

SIGN TO BE REMOVED

IP-B

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

A S S

H O

W N

-J

A N -2

E N

T A

B L E

T -A

C O

E \T a s k O rd e r T h re e R o a d s \C

R -3

R o a d

R e p a ir \S h e e ts \0

C iv il \1

R -3 -C -1

.d g n

IDENTIFICATION

SHEET

SHEET OF

N O

R F

O L

N O

R F

O L

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

H M

O N

F E

N S

E S

U P

P L

Y C

E N

T E

R E

P A

G P

E R

E T

E R R

O A

T H

K D

P L

C M

W -1

-D -0

-0

-2

(7 -1

V ir g in ia B e a c h

V A

S u it e

B e n d ix R o a d

W S

P U

S A I n c

LEGEND

NOTES

IP-B INLET PROTECTION

2,139 SY

OVERLAY EXISTING PAVEMENT

PROPOSED 2" MILLING AND

WEIGHT EQUALS 220 LB/SY - 582.84 SY

ASPHALT CONCRETE CEMENT

COMPACTED AND OVERLAID WITH

EXISITING GRAVEL AREA TO BE

PER INCH OF DEPTH - 14,471.49 SY

WEIGHT EQUALS 220LB/SY

ASPHALT CONCRETE CEMENT

PROPOSED OVERLAY NEW PAVEMENT

ENTIRE PROJECT LENGTH.

QUANTITIES PROVIDED ARE FOR THE

TO BE ADJACENT TO PROP. STOP BAR.

STOP SIGNS SHALL BE RELOCATED

TOTAL PLAN QUANTITY.

POTHOLE QUANTITY INCLUDED IN THE

GRAVEL AREAS ASSUME 10% WASHOUT/

PRIOR TO OPENING THE ROAD TO TRAFFIC.

ALL SIGNS TO BE REMOVED, RESET

S 75°48'39" E 829.64'

SURVEY ?

N= 3,67

4,846.8

E=11,791, 421.369

ELEV=88.97

TRAV#502

PK NAIL

6'CLF

8'CLF

ASPHALT

SIDEWALK

P P E

M R 5L P

E M

L P

E M

DITCH

G U

A R

D R

G A T E

O S T

G A T E

O S T

CONCRETE

ASPHALT

HANDRAIL

SIDEWALK

L P

C A L

E W

A L K

E L E C

M E T E R

W V

CONCRETE

ASPHALT

C H

C P

A P P

R O

C P

A P P

R O

GRASS

GRASSGRASS

GRASS

30903

GRND SHOT

30911

CL DITCH

30908

GRND SHOT

30904

FENCE

30820

GRND SHOT

30910

TOP BANK

30912

TOP BANK

30901

FENCE

30886

FENCE

30810

GRND SHOT87

30819

FENCE

.7 30817

Sidewalk(B)

.71

30821

PAV SHOT

.72

30818

Sidewalk(F)

30816

.78

30897

GRND SHOT

30907

30811

Sidewalk(F)

30870

GRND SHOT

30869

FENCE

30814

PAV SHOT

30902

30902 ohe ppl/nn

30812

.96

30905

30909

GRND SHOT

30813

PAV SHOT

30890

GRND SHOT

30887

30840

FENCE

30864

FENCE6'clf

30885

FENCE

30900

30906

PAV SHOT

30815

PAV SHOT

30865

OH ELEC

30884

30892

GATE POST

30880

FLOW LINE

30895

GUARD RAIL

30868

.36

30882

30898

30830

GRND SHOT

30881

EDGE CONC30881

30879

EDGE CONC30879

30891

GRND SHOT

30889

30899

PAV SHOT

30872

.46

30896

GRND SHOT

30888

PAV SHOT

30867

FENCE

30883

PAV SHOT

30894

GUARD RAIL

30874

FLOW LINE

.51

30873

EDGE CONC30873

30875

EDGE CONC30875

30839

FENCE

30861

GRND SHOT

30806

FENCE

30858

GRND SHOT

30866

30866 ohe - 7 ohe ppl/e mr25

30893

GATE POST

30863

.59

30860

.61

30848

GUARD RAILhr

30748

YARD INLET114

30808

FENCE

30751

DI EDGE

30750

DI EDGE

30752

DI EDGE

30832

FIRE HYD

30749

DI EDGE

30854

GRND SHOT

30729

FLOW LINE

30728

EDGE CONC

30829

FENCE

30871

PAV SHOT

.69

30827

Sidewalk(B)

30745

EDGE CONC

30831

WTR VALVE

30733

FLOW LINE

30732

EDGE CONC

30841

Sidewalk(B)

30730

EDGE CONC

30731

EDGE CONC

30742

EDGE CONC

30743

EDGE CONC

30838

WTR VALVE

30735

FLOW LINE

30734

EDGE CONC

30736

EDGE CONC30736

30747

FLOW LINE

30744

EDGE CONC

30878

30859

PAV SHOT

.81

30826

Sidewalk(F)

30740

EDGE CONC30740

30809

Sidewalk(B)

.83

30746

PAV SHOT

30738

30737

4 30857

.85

30855

.86

30877

PAV SHOT

30876

.90

30739

.90

30851

SAN MH208 3

'dia

30842

Sidewalk(F)

30753

EDGE CONC30753

EDGE CONC

30843 .9

Sidewalk(B)

EM30850

ELEC METERswitc h

30862

GRND SHOT

30844

Sidewalk(F)

30856

PAV SHOT

30849

GUARD RAIL

30824

30726

FLOW LINE

30845

Sidewalk(F)

30805

Sidewalk(B)

30823

PAV SHOT

30837

Sidewalk(B)

30727

EDGE CONC

30822

GRND SHOT

30828

L/Pemr24

30725

EDGE CONC30725

EDGE CONC

30834

Sidewalk(B)

30825

GRND SHOT

30804

Sidewalk(F)

30803

30833

PAV SHOT

30853

GRND SHOT

30807

L/Pemr23

30724

PAV SHOT

30741

30754

PAV SHOT

30836

Sidewalk(B)

30835

Sidewalk(B)

30852

L/Pcallbox

30846

Sidewalk(F)

.14

30847

CONC SPOT90

.23

C-105

E P

L A

SCALE: 1" = 30'-0"

30'15'30' 0

M A

T C

H L

E S

T A S

H E

E T C -1

M A

T C

H L

E S

T A S

H E

E T C -1

KEY PLAN 17

-J

A N

U A

R Y -1

P T

P C

P T

P C

P T

Curve PRD6

PI = 128+65.56

T = 117.33' L = 234.57' R = 3,325.00'

127+48.23PC =

PT = 129+82.79

Curve PRD7

PI = 130+84.67

T = 38.27' L = 76.52' R = 1,250.00'

PC =

PT =

130+46.40 131+22.91

Curve PRD8

PI = 132+86.05

T = 75.49' L = 150.75' R = 1,125.00'

132+10.57PC =

PT = 133+61.31

Curve PRD15

RD. CONSTR. B

PROP. PERIMETER

PARKING LOT

PROPOSED GRADE

MANHOLE RIM TO

ADJUST EXISTING SANITARY

BE DISTURBED

ARE NOT TO

GATE POSTS

R=10'

PER VDOT STD. CG-12 DETAIL

INSTALL DETECTABLE WARNING SURFACE

ASPHALT PAVEMENT 1.90 SY

PROP. SIDEWALK TO MATCH NEW

PER VDOT STD. CG-12 DETAIL

INSTALL DETECTABLE WARNING SURFACE

ASPHALT PAVEMENT 7.39 SY

RAISE SIDEWALK TO MATCH NEW

WHITE STRIPE

INSTALL 24" THERMOPLASTIC

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

A S S

H O

W N

-J

A N -2

E N

T A

B L E

T -A

C O

E \T a s k O rd e r T h re e R o a d s \C

R -3

R o a d

R e p a ir \S h e e ts \0

C iv il \1

R -3 -C -1

.d g n

IDENTIFICATION

SHEET

SHEET OF

N O

R F

O L

N O

R F

O L

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

H M

O N

F E

N S

E S

U P

P L

Y C

E N

T E

R E

P A

G P

E R

E T

E R R

O A

T H

K D

P L

C M

W -1

-D -0

-0

-2

(7 -1

V ir g in ia B e a c h

V A

S u it e

B e n d ix R o a d

W S

P U

S A I n c

LEGEND

NOTES

IP-B INLET PROTECTION

2,139 SY

OVERLAY EXISTING PAVEMENT

PROPOSED 2" MILLING AND

WEIGHT EQUALS 220 LB/SY - 582.84 SY

ASPHALT CONCRETE CEMENT

COMPACTED AND OVERLAID WITH

EXISITING GRAVEL AREA TO BE

PER INCH OF DEPTH - 14,471.49 SY

WEIGHT EQUALS 220LB/SY

ASPHALT CONCRETE CEMENT

PROPOSED OVERLAY NEW PAVEMENT

ENTIRE PROJECT LENGTH.

QUANTITIES PROVIDED ARE FOR THE

TO BE ADJACENT TO PROP. STOP BAR.

STOP SIGNS SHALL BE RELOCATED

TOTAL PLAN QUANTITY.

POTHOLE QUANTITY INCLUDED IN THE

GRAVEL AREAS ASSUME 10% WASHOUT/

PRIOR TO OPENING THE ROAD TO TRAFFIC.

ALL SIGNS TO BE REMOVED, RESET

°0

SURVEY ?

S U

R V E

S 28°27'38" W 431.97'

°3

E ,7

E L E V .1

A V

E ,7

E L E V .8

A V

R O

C A P

E P5

E D

L F

6'CLF 6'CLF 6'CLF

A S P

H A L T

ASPHALT

ASP

ALT

P/P#A2775142

P P

P/P#A2774944

P P

C A

M E R

P P

P/ P#

EMR2

DITC

DITCH

SIGN 009

POST ER2

E L E C

P E

C H

PROX.

DIR

INV. I

NLET 6

9.72

M P

A P P

R O

L E T

UNKNOWN P

IPE

APPROX.

DIR

G R

A S S

GRASS

G S L A

E E

CSX RAILRAOD

V E

R T c m p

C H

V E

R T rc p

69.9

C H

69.9

70.1

C H

70.1

C H

70.7

T O

L O

P E

70.7

C H

70.8

C H

70.8

70.9

N K

70.9

V E

R T d ire c tio n

71.2

F E

N C

71.25

71.3

F E

N C

71.3

T O

L O

P E

71.3

71.4

N K

71.4

W O

71.4

N K

71.5

N K

71.5

N K

71.5

F E

N C

71.5

G R

N D

H O

71.55

71.5

F E

N C

71.5

N K

71.5 p l/ n n

C o h e p p l/

71.6

F E

N C

71.6

N K

71.6

71.8

N K

C H

A V

71.8

N K

71.8

71.81

A D

W A L L b rc k

71.9

W O

71.86

A D

W A L L

71.9

W O

E l/ a

71.94

EP71.94

71.96

N A

72.0

F E

N C

72.0

N K

72.0

W O

72.0

W O

72.0

72.01

72.0

F E

N C

V E

R T d ire c tio n

S T e r2

72.1

F E

N C

72.1

W O

72.14

P A

H O

72.14

72.17

72.19

72.2

N K

72.2

F E

N C

72.2

P a

72.25

P A

H O

72.25

72.31

72.4

W O

72.38

72.4

F E

N C

72.39

P A

H O

72.39

72.4

N K

72.4

N K

72.4

W O

72.4

72.5

N K

72.5

F E

N C

72.52

72.53

72.53 ig n

72.57

P A

H O

72.57

72.61

P A

H O

72.6

W O

72.7

W O

72.73

72.75

.7 l/ a

72.8

W O

72.88

72.93

P A

H O

73.0

W O

72.97

73.01

73.06

P A

H O

73.06

P A

H O

73.10

P A

H O

73.11

73.2

F E

N C

73.2

73.18

73.35

73.44

P A

H O

73.44

C e p p l/

74.12

74.4

W O

74.4

G R

N D

H O

74.4

74.51

74.54

P A

H O

74.54

74.8

F E

N C

74.8

75.61

76.0

W O

76.00

76.04

P A

H O

76.04

76.3

G R

N D

H O

76.3 3

76.6

G R

N D

H O

76.6

77.2

F E

N C

77.2

78.10

78.2

W O

78.49

78.63

P A

H O

78.63

80.6

F E

N C

80.6

81.3

G R

N D

H O

81.3

82.07

82.4

W O

82.57

P A

H O

82.57

82.62

84.9

W O

84.9

G R

N D

H O

84.9

85.1

G R

N D

H O

85.1

G R

N D

H O

85.1

85.4

G R

N D

H O

85.4

85.5

G R

N D

H O

85.5

C e p p l/ c a m

86.5

C H

86.5

86.6

F E

N C

86.6

C H

86.6

86.8

C H

86.8

86.9

C H

86.9

F E

N C

86.9

87.1

F E

N C

87.1

W O

87.1

F E

N C

87.1

87.2

F E

N C

87.3

N K

87.3

N K

87.3

N K

87.3

N K

87.3

F E

N C

87.3

87.4

N K

87.4

E D

G E

87.5

F E

N C

87.5

N K

87.5

E D

G E

87.47

87.5

G R

N D

H O

87.5

N K

87.5

N K

87.5

87.6

N K

87.6

87.62

87.63

87.65

S T O

87.66

87.7

F E

N C

87.7

E D

G E

87.76

E D

G E

87.76

C o h e p p l/ e m r2

87.80

87.84

87.86

87.9

G R

N D

H O

87.9

G R

N D

H O

87.9

87.93

87.98

88.0

G R

N D

H O

88.0

88.12

P A

H O

88.12

88.1

G R

N D

H O

88.1

88.12

88.13

P A

H O

88.13

88.15

88.18

88.2

G R

N D

H O

88.2

88.19

88.22

88.3

G R

N D

H O

88.3

C e p p l/ e m r2

88.3

G R

N D

H O

88.3

88.31

P A

H O

88.31

88.32

P A

H O

88.32

P A

H O

88.32

88.36

P A

H O

88.36

88.4

G R

N D

H O

88.4

88.42

88.4

F E

N C

88.4

88.52

P A

H O

88.52

88.6

G R

N D

H O

88.6

G R

N D

H O

88.6

88.9

F E

N C

E 'c lf

88.9

89.2

G R

N D

H O

89.2

89.19

89.3

G R

N D

H O

89.3

89.47

89.54

P A

H O

89.77

89.83

P A

H O

89.83

C-106

E P

L A

SCALE: 1" = 30'-0"

30'15'30' 0

MATCHLINE STA. 144+00 SHEET C-107

MATCHLIN

E S

TA. 1

33+

SHEET C

-10

KEY PLAN 18

-J

A N

U A

R Y -1

PC 1

34+

38.

P T

+8 9.

P C

+7 0.

P T

P C

PCC 14

1+7

5.10

PT 142+21.26

PC 143+70.60

Curve PRD14

PI = 143+98.07

T = 27.46' L = 54.78' R = 305.00'

143+70.60PC =

PCC =

Curve PRD10

PI = 137+24.80

T = 54.43' L = 57.01' R = 25.00'

136+70.37PC =

PT =137+27.38

Curve PRD9

PI = 135+15.08

T = 76.60' L = 151.12' R = 375.00'

134+38.48PC =

PT =135+89.60

Curve PRD13

PI = 141+98.52

T = 23.43' L = 46.16' R = 110.00'

PCC =

PT =142+21.26

Curve PRD12

PI = 141+52.50

T = 27.15' L = 49.74' R = 50.00'

PCC =

R = 120.00'

Curve PRD11

PI = 141+05.21

T = 20.54' L = 40.68'

140+84.68PC =

PCC =

P C

RD. CONSTR. B

PROP. PERIMETER

144+25.38

141+75.10

141+25.36

141+75.10 141+25.36

15'

14'

14.

13.4'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

A S S

H O

W N

-J

A N -2

E N

T A

B L E

T -A

C O

E \T a s k O rd e r T h re e R o a d s \C

R -3

R o a d

R e p a ir \S h e e ts \0

C iv il \1

R -3 -C -1

.d g n

IDENTIFICATION

SHEET

SHEET OF

N O

R F

O L

N O

R F

O L

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

H M

O N

F E

N S

E S

U P

P L

Y C

E N

T E

R E

P A

G P

E R

E T

E R R

O A

T H

K D

P L

C M

W -1

-D -0

-0

-2

(7 -1

V ir g in ia B e a c h

V A

S u it e

B e n d ix R o a d

W S

P U

S A I n c

LEGEND

NOTES

IP-B INLET PROTECTION

2,139 SY

OVERLAY EXISTING PAVEMENT

PROPOSED 2" MILLING AND

WEIGHT EQUALS 220 LB/SY - 582.84 SY

ASPHALT CONCRETE CEMENT

COMPACTED AND OVERLAID WITH

EXISITING GRAVEL AREA TO BE

PER INCH OF DEPTH - 14,471.49 SY

WEIGHT EQUALS 220LB/SY

ASPHALT CONCRETE CEMENT

PROPOSED OVERLAY NEW PAVEMENT

ENTIRE PROJECT LENGTH.

QUANTITIES PROVIDED ARE FOR THE

TO BE ADJACENT TO PROP. STOP BAR.

STOP SIGNS SHALL BE RELOCATED

TOTAL PLAN QUANTITY.

POTHOLE QUANTITY INCLUDED IN THE

GRAVEL AREAS ASSUME 10% WASHOUT/

PRIOR TO OPENING THE ROAD TO TRAFFIC.

ALL SIGNS TO BE REMOVED, RESET

N 85°17'04" W 548.72'

N= 3,67 4,594.6

E=11,791, 449.260

ELEV=73.47

TRAV#505

PK NAIL

N= 3,67 4,639.8

E=11,790, 902.402

ELEV=75.93

TRAV#506

PK NAIL

6'CLF

ASPHALT

P P

BRICK HEADWALL

C H

C P

A P P

R O

L E T

C P

A P P R O

L E T

GRASS

51137

69.73

INVERT18"rc p

51108

WOODS LINE

51138

GRND SHOT

51076

72.19

INVERT24"rc p

51141

GUY

51150

WOODS LINE

51077

CL DITCH

.57

51146

FENCE

51145

FENCE

51144

.65

51147

.66

51132

FENCE

.8 51170

INVERT direc tion

51127

WOODS LINE

51133

51074

CL DITCH

51130

51131

FENCE

51126

WOODS LINE

51140

WOODS LINE

.051139

P/Pa2 77514

.06

51148

PAV SHOT

.11

51123

51136

WOODS LINE

51122

FENCE

.1 73

.18

51149

.2251143

PAV SHOT

751134

PAV SHOT

51128

51129

PAV SHOT

51142

51135

51119

51125

51114

GRND SHOT

51120

FENCE

51116

WOODS LINE

51124

PAV SHOT

51110

51109

FENCE

51118

PAV SHOT

51099

WOODS LINE

51121 ppl/a2 77514

51107

WOODS LINE

51106

FENCE

51115

GRND SHOT

51105

51117

51113

WOODS LINE

51101

GRND SHOT

51102

WOODS LINE

51111

PAV SHOT

51093

WOODS LINE

51096

51104

PAV SHOT

51112

51094

WOODS LINE

51095

FENCE

51100 ppl/a2 77514

51090

51103

51088

WOODS LINE

51089

FENCE

51085

51087

WOODS LINE

51086

FENCE

51097

PAV SHOT

51098

51082

WOODS LINE

51075

TOP BANK

51092

51091

PAV SHOT

51073

TOP BANK

51067

WOODS LINE

51084

PAV SHOT

51083

51072

WOODS LINE

51066

WOODS LINE

51081 ppl/a2 77514

51079

CL HEADWALL

51079

TOP BANK

51078

CL HEADWALL8"br ck

51078

TOP BANK

51069

51068

FENCE

51070

PAV SHOT

51080

Sign010

51071

51064

51065

FENCE

51054

WOODS LINE

51061

WOODS LINE

51062

51059

WOODS LINE

51063

PAV SHOT

51058

FENCE

51057

51047

WOODS LINE

51060

WOODS LINE

51055

551053 ppl/a2 77514

51050

51056

PAV SHOT

51052

WOODS LINE

51051

FENCE

51046

GRND SHOT

51049

PAV SHOT

51048

C-107

E P

L A

SCALE: 1" = 30'-0"

30'15'30' 0

M A

T C

H L

E S

T A S

H E

E T C -1

M A

T C

H L

E S

T A S

H E

E T C -1

KEY PLAN 19

-J

A N

U A

R Y -1

-J

A N

U A

R Y -1

P C

P T

Curve PRD14

PI = 143+98.07

T = 27.46' L = 54.78' R = 305.00'

143+70.60PC =

PCC =

Curve PRD15

PI = 144+44.01

T = 18.63' L = 36.83' R = 100.00'

PCC =

PT = 144+62.21

C u rv e P

R D

P I

RD. CONSTR. B

PROP. PERIMETER

144+25.38

'1 ' 1 .4

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

A S S

H O

W N

-J

A N -2

E N

T A

B L E

T -A

C O

E \T a s k O rd e r T h re e R o a d s \C

R -3

R o a d

R e p a ir \S h e e ts \0

C iv il \1

R -3 -C -1

.d g n

IDENTIFICATION

SHEET

SHEET OF

N O

R F

O L

N O

R F

O L

K D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

H M

O N

F E

N S

E S

U P

P L

Y C

E N

T E

R E

P A

G P

E R

E T

E R R

O A

T H

K D

P L

C M

W -1

-D -0

-0

-2

(7 -1

V ir g in ia B e a c h

V A

S u it e

B e n d ix R o a d

W S

P U

S A I n c

LEGEND

NOTES

IP-B INLET PROTECTION

2,139 SY

OVERLAY EXISTING PAVEMENT

PROPOSED 2" MILLING AND

WEIGHT EQUALS 220 LB/SY - 582.84 SY

ASPHALT CONCRETE CEMENT

COMPACTED AND OVERLAID WITH

EXISITING GRAVEL AREA TO BE

PER INCH OF DEPTH - 14,471.49 SY

WEIGHT EQUALS 220LB/SY

ASPHALT CONCRETE CEMENT

PROPOSED OVERLAY NEW PAVEMENT

ENTIRE PROJECT LENGTH.

QUANTITIES PROVIDED ARE FOR THE

TO BE ADJACENT TO PROP. STOP BAR.

STOP SIGNS SHALL BE RELOCATED

TOTAL PLAN QUANTITY.

POTHOLE QUANTITY INCLUDED IN THE

GRAVEL AREAS ASSUME 10% WASHOUT/

PRIOR TO OPENING THE ROAD TO TRAFFIC.

ALL SIGNS TO BE REMOVED, RESET

N 83°53'12" W 549.70'

N 70°06'30" W…

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