Attch 10 - Seed Project - Repair Road Drainage and Stormdrain DWGs.pdf

PDF 3 MB Posted May 14, 2021

Attached to: 2021 Civil Works IDIQ Federal contract opportunity
Solicitation number: FA441721R0002
Issued by: Department of the Air Force Special Operations Command

View the file

Other files for this federal contract opportunity

Other files attached to 2021 Civil Works IDIQ, newest first.
File	Type	Posted
Solicitation Amendment FA441721R00020001.pdf	PDF	Jun 10, 2021
Attch 1 - Contract Line Item Listing (Bid Schedule) Rev 1.xlsx	XLSX spreadsheet	Jun 10, 2021
FA441721R0002 - Questions and Answers.pdf	PDF	Jun 10, 2021
Pre-Proposal Conference_Site Visit Sign-in Roster.pdf	PDF	Jun 1, 2021
Memo for Record - FA441721R0002 Pre-Proposal Conference_Site Visit.pdf	PDF	Jun 1, 2021
Attch 4 - Past_Present Performance Questionnaire.pdf	PDF	May 14, 2021
Attch 7 - Sample Project - Repave Asphalt Area SOW.pdf	PDF	May 14, 2021
Attch 1 - Contract Line Item Listing (Bid Schedule).xlsx	XLSX spreadsheet	May 14, 2021
Attch 3 - FL20210179 Wage Determination.pdf	PDF	May 14, 2021
Attch 5 - Financial Institution Reference Sheet.pdf	PDF	May 14, 2021
Attch 9 - Seed Project - Repair Road Drainage and Stormdrain SOW.pdf	PDF	May 14, 2021
Attch 2 - Specifications for Base Civil Works IDIQ.pdf	PDF	May 14, 2021
Attch 6 - Sample Project - Repave Asphalt Area WTA.pdf	PDF	May 14, 2021
Attch 8 - Sample Project - Repave Asphalt Area DWGs.pdf	PDF	May 14, 2021
Attch 11 - Seed Project - Repair Road Drainage and Stormdrain Utility Map.pdf	PDF	May 14, 2021
Attch 12 - Seed Project - Repair Road Drainage and Stormdrain WTA.pdf	PDF	May 14, 2021
Solicitation FA441721R0002 - 2021 Civil Works IDIQ.pdf	PDF	May 14, 2021

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W a lk u p

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Lielmanis Avenue

H o w ie

W a lt e r s

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M a i n t e n a n c e

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91330

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91360

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91310

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91362

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91006

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91062

99155

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15.4'

20.5'

24.0'

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, F

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M M

L O

P #1

E P

R O

A D

D R

A G

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N D

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INDEX OF DRAWINGS

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92470

90043

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92007

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92431

92081

90101

90761

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91307

90325

90637

90106

90032

92469

90359

91159

92427

90716

92550

91401

90030

92085

91265

90053

92046

90225

99061

99118

90815

91301

90880

92093

91148

91303

99042

92429

91364

90366

91056

90304

91254

90051

90531

91045

90636

90062

92449

92519

90115

90370

90064

92403

90713

90326

92028

92019

92021

91047

90525

90806

90063

90138

92060

90352

91029

90371

90137

92472

90748

90822

90128

90618

90208

90035

90619

90532

90369

92065

92438

90033

90702

91255

90521

92091

90510

90302

90232

92404

90382

90215

92080

90617

92059

91137

92513

92057

92042

92043

92037

92551

92017

92016

92107

91142

90300

90374

92546

92084

99116

92099

99059

90621

92105

90339

91300

90008

92102

91163

90347

92098

90358

90825

99022

99145

99126

99044

90390

99056

99055

99007

99105

91016

90552

99060

90131

99001

92090

92050

90334

91050

91350

91363

91130

90337

92538

9206192082

90760

90375

90229

90707

92052

92035

90615

92406

90105

90616

90928

99068

90635

91039

91009

90015

92432

92039

90121

91031

90801

92275

92420

90759

92430

91151

91023

91140

92011

91037

90802

91055

91252

92013

92000

90703

92528

92455

90005

90084

92024

92069

90328

90731

90372

92032

92030

90717

90145

91054

92436

91155

90606

92452

92451

90378

92022

91012

90223

90642

90054

90377

92027

92026

91146

90230

90817

90056

92055

92010

92072

92076

92071

92068

92058

90058

91053

90333

90320

90827

92004

92100

99115

90207

92522

92087

91104

91103

90580

91105

92437

90809

91330

92553

90701

92548

90327

92435

90626

92549

92001

92008

92051

90724

91122

92434

90511

92009

92461

90085

90609

99023

99716

99717

99718

99719

99127

99051

99025

99024

90210

99067

92034

91032

92023

99058

92505

90522

90509

90747

92089

91154

92426

92419

92463

92501

99535

92516

92541

99104

99090

99048

99020

90340

90075

90577

92048

90711

90409

92094

91133

90523

91112

90388

99057

99041

90068

90069

90629

90392

92064

90037

90141

99004

90362

92537

90613

90134

92014

92529

90052

91162

90951

92464

92025

92446

92515

91161

90381

90387

92103

99053

91057

90729

99094

99146

92502

92450

92033

91132

91030

91152

92556

90076

91145

90102

92441

92471

90357

90111

90070

92054

90355

90601

92527

91099

92407

92015

92079

90916

91108

90811

90743

91007

91360

91325

90081

90833

92038

92533

92095

90368

91052

91164

90742

92083

92555

92514

90823

90627

90810

92047

90361

90714

90763

90109

92503

90329

91135

91310

92460

92428

91266

99117

92044

90213

92539

90039

90073

90074

91035

90505

92466

91120

91601

90926

91025

91603

91365

90538

90535

91351

92062

91020

90036

90518

91370

92088

92063

92544

90402

90140

92521

99031

92473

91361

92518

92433

91027

91024

92523

92545

90373

91147

92445

92530

90117

92092

90705

90517

92511

90331

92444

90079

91000

92401

91033

90838

91119

91114

90203

92045

90632

90720

90404

92067

92097

92543

92506

92535

92524

92070

92056

92053

92041

92104

92106

92074

91268

92459

92508

91036

90624

92517

90625

91260

90553

90638

90066

90061

90057

91028 90423

91021

92525

92440

99141

90816

92468

91144

90755

90310

90220

92086

90551

90050

90367

90407

90323

92402

92467

90055

92018

91257

90029

92020

92002

92003

92073

90519

99065

92101

92463

90712

91013

92442

92096

90135

91049

90829

92465

92408

90231

90603

91250

90322

92507

92066

90718

92049

90501

90640

90353

91041

92542

91153

92552

90002

92108

92276

92531

90758

90700

92439

90113

92564

91302

90812

90708

91126

90010

92077

90060

91136

91042

90332

91258

90630

90206

90421

90028

90020

92075

92078

92031

90408

92500

91259

91262

90067

90059

92485

92509

92536

90349

90365

90065

90612

99049

90228

90221

91625

92418

99005

91141

90710

90502

90412

90427

90038

92540

90209

92557

90503

90021

99077

99154

90628

92547

90506

91101

90507

90380

90379

91149

91124

90581

90734

91043

90360

90363

91278

90626

99121

90364

90730

90611

90500

90508

90311

90086

91058

91059

99958

90917

90905

90306

91168

91107

91157

90534

90536

90800

90727

99326

90580

90108

90539

99147

91362

90296

99902

99901

91177

91178

91158

91006

90639

31022

9915699157

90527

91065

91064

91070

91062

366 364

12231221

12191217

12131211

120912071205

1212 1214

1070/1072

1066/1068

1062/1064

1058/1060

1056/1054

1052/1050

1048/1046

1044/1042

1047/1045

1043/1041

1039/1037

1040/1038

1036/1034

1035/1033

1032/1030

1028/1026

1047/1045

1024/1022

1043/1041

1020/1018 1039/1037

1016/1014

1035/1033

1012/1010

1008/1006

1002/1000

998/996

992/994

988/990

984/986

980/982

976/978

972/974

968/970

618/616

614/612

610/608

606/604

602/600

609/607

605/603

99155

91272

91061

99030

99029

99904

99903

99043

90201

90538

90540

99052

90599

90839

PROJECT

LOCATION

L e t o u r n e a u

C i r c l e

L e t o u r n e

C i r c l e

F o x x v e n u e

Tully Street

S i m p s e n u e

Tully Street

R e d

H o r s e

R o a d

Tupelo Circle

Bakke Street

M a y

S t r e e t

Bakke Street

R d r a d

Tully Street

Grimm Lane

Hume Drive

Bland Street

Galvan Street

Hume Drive

Lewis Drive

Hodges Street

Walters Drive

H u m r i v e

A c h i v e

H a r r i s i v e

Hume Drive

McIntosh Court

US98

O N e i l

A v e n u e

In d e p e n d e n c e

R o a d

US98

C o e n u e

Purcell Drive

C a m p a i g r e e t

Whitbeck Street

Gelshlager Street

Clark Road

Hume Drive

Schmauss Lane

W e a v e n u e

US98

M cM illa n S tre et

C o r l w a d

W a l k y

I n d e p e n d e n a d

Bedel Street

B e n n e t t

A v e n u e

Frazier Street

C r u z

A v e n u e

Red Horse Road

C r u z

A v e n u e

B e n n e e n u e

T u l r e e t

T u l l y

S t r e e t

Bedel Street

W e s t f a r c l e

H a m b

P a c e

R r a d

Tully Street

L u ka sik A ve n u e

C o e n u e

K e r w o o d

R o a d

US98

Lielmanis Avenue

H o w l t e y

US98

M a i n t e n a n a

T u l r e e t

US98

H a r t s r e e t

M c

C l e r e e t

T e r e n u e

I n d e p e n d e n a d

Mitchell Road

Bartley Street

D o w a d

W a l k y

Kissam Street

S p o o k

B r o a d w

Piccadilly Dr.

T h u r s d

T h u r s d a y

D r

D a g g

T h u r s d a y

D r

R U

N W

A Y

J O

I N

E P

A I R

J O

I N

E P

A I R

J O

I N

E P

A I R

J O

I N

E P

500'

@18"

FULL DEPTH JOINT REPAIR @15"

TAXIWAY C

S E

A L

E T

W E

E N

P C

H A

L T

80'

JOINT REPAIR

J O

I N

E P

A I R

J O

I N

E P

A I R

TAXIWAY B

TAXIWAY F

TAXIWAY A

T A

X I W

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DATE

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23FEB21

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# DRAWING TITLE

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SCALE: 1"= 1500'

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LOCATION MAP

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SCALE: 1"=1000'

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VICINITY MAP

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TITLE SHEET, DRAWING INDEX AND LOCATION MAPS

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DEMOLITION

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K.GISH

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SITE PLAN

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DETAILS

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BASE CIVIL ENGINEERS

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MAIN GATE

LAYOUT SIZE 22"x34" l k y

I n d e p e n d e n a d

91364

NOTES:

1. DEMOLISH EXISTING ASPHALT (APPROXIMATELY 2" THICK)

ALONG WITH CONCRETE TRENCH DRAIN, SEE DETAIL 1 THIS

SHEET.

2. REMOVE 18" DIA RCP CULVERT AND TRENCH DRAIN FROM

SOUTHWEST END TO THE FAR SIDE OF THE ROAD.

3. LEAVE 18" DIA RCP SECTION IN PLACE FROM CURB TO

NORTHEAST MITERED END SECTION.

4. REMOVE EXISTING MITERED END SECTION

L O

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Feet

20100

NOTE 1

NOTE 2

DEMOLISH ASPHALT

DEMOLISH CONCRETE

DEMOLISH CURB & GUTTER

NOTE 4

#3 REBAR STIRRUPS, 2" O.C.

6 #5 REBARS, CONTINUOUS

IN TRENCH

TRENCH FRAME & GRATE,

12"

16"

L A

1EXISTING DRAIN SECTION

5.5' 3.25'

NOTE 3

102'

20'

R24'

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LEGEND

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NOTES:

1. INSTALL NEW 8 " DIA DUCTILE IRON CULVERT AND TYPE 2

CURB INLET. SEE DETAIL #2 ON SHEET C3.

2. CONNECT TO EXISTING 18" RCP WITH NEW INLET BOX

3. SLOPE PAVEMENT IN DIRECTION OF NEW CURB INLET.

4. PLACE NEW PAVEMENT AND SUBGRADE, SEE DETAIL #1 ON

SHEET C3.

5. PLACE NEW TYPE F CURB & GUTTER TO MATCH NEW

ELEVATIONS

6. NEW CONCRETE MITERED END SECTION FOR 8" DIA PIPE

7. MATCH NEW ASPHALT TO EXISTING ROADWAY AND CURB

ELEVATIONS

8. SOD ALL AREAS DISTURBED BY CONSTRUCTION

Feet

0 10 20

NEW TYPE 2

CURB INLET

(NOTE 1)

36.00'

INLET TOP

36.08'

INVERT

34.17'

TBM

36.22'

INVERT

34.05'

36.27'

36.24'

35.57'

35.96'

36.08'

NOTE 5

NOTE 6

NOTE 7

EXISTING ELEVATION

NEW ELEVATION

FLOW LINE

40.00'

36.03'

36.02'

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2" ASPHALT SP 12.5

9" GAB 100% MODIFIED

PROCTOR

NTS

PAVEMENT SECTION

DETAIL, X-SECTION

MATCH AND LEVEL ASPHALT

WITH SPECIFIED ELEVATIONS

IN SITE PLAN

COMPACTED

SUBGRADE 98%

MODIFIED PROCTOR

NTS

PAVEMENT & DRAIN

DETAIL, X-SECTION

NEW SP 12.5 ASPHALT 2"

FDOT TYPE 2 CURB

INLET & BOX

(INDEX #210)

T.E.= 36.08'

23FEB21

K.GISH

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TYPE F CURB & GUTTER

EXISTING 18" RCPNEW 8" DIP

TOP OF THROAT

ELEVATION = 35.70'

INLET INVERT

ELEVATION = 34.08'

INVERT

ELEVATION = 34.17'

ELEVATION = 36.00

GRADED AGGREGATE

BASE

EXISTING SUBGRADE

DIRECTION OF FLOW

CUT TOP OF RCP TO

CONNECT TO NEW

INLET BOX

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LAYOUT SIZE 22"x34"

File details come from the government source that posted it. Updated May 14, 2021.