LAKESIDE POND

DOUGLASS RD

WHITE ST

MCAVOY ST

C H

U R

C H

S T

GRIER ST

C

AN

AL

S

T

E ST

SC

H

M

ID

T

ST

B ST

BAN

C

R O

FT ST

CAMPBELL ST

D

EM

AR

C

O

ST

H

AW

KI

N

S

BL

VD

JONES ST

TIM

ER

M

AN

ST

EP

PE

R

SO

N S

T

COMPTON ST

NINTH ST

DAVIS ST

LANGTRY ST

BORDELON ST

M O

N

TE

IT

H

S T

AG

ER

HO

LM

S T

ELEVENTH ST

BA

XT

ER

S

T

HARDIN ST

TIMMERMAN ST

TENTH ST

R O

BE

R

T L

W

IL

SO

N

B

LV

D

NEWELL ST

CRAWFORD ST

C

ST

C

AN

AL

S

T

F

ST

D

ST

MCAS TRAIL

G R

EEN

W

AY TR

AIL

WALKING TRAIL

MAT 6

MAT 5

MAT 7

MAT 4

ECHO

FUEL PITS

AS4203

AS4192

AS1001

AS206

AS86

SAS713

SAS4350

SG915

AS3808

AS4114

SAS4596

UNUM5

SAS4311

AS4125

AS4041

SAS4307

AS90

SAS4194

AS994

AS3905

SAS528

AS517

SAS120

AS4013F

AS97

AS499

SAS148

SAS140

AS4147A

AS4100

SAS195

SAS592

AS522

SAS4161

AS5040

SAS491

AS186

ASP714

AS143

UNUM7

SAS545

AS553

AS119

AS4128

SAS4160

STC953

AS3905

AS515

AS4111

AS518

AS41

AS4106

AS4085

AS541

AS4109

TC1500

AS4400

AS265

AS4055

AS255

AS510

G930

AS4020

AS4025

AS100

AS4100

AS4013

AS4040

AS4206

AS1000

G920

AS4200

AS4015

AS4171

AS4004

AS4110

AS4211

AS3900

AS4212

AS130AS4000

AS4208

AS4207

AS4158

AS4192

AS4035

AS120

AS4007

AS4006

AS516

AS85

AS90

B12

AS214

AS118

AS124

G801

AS240

AS4122

G800

TC809

AS186

TC829

TC805

TC838

TC836

TC806

AS111

TC837

AS1010

TC808

TC807

TC819

AS5040

TC817

AS4052

AS4141

TC839

TC1027

TC1006

TC1142

TC1026

TC1019

TC1143

TC1005

TC1003

TC1161

TC1162

TC1069

TC1004

TC1160

TC1068

TC1065

TC1067

AS4002

SAS4045

TC1066

AS187

AS4026

TC1064

AS4042

AS112

AS4039

AS4514

SAS4195

AS4502

AS4506

AS116

SAS180

AS4525

AS170

AS182

SAS4306

AS4568

AS4503

AS4517

AS4507

AS4537

AS4559

AS160

AS4008

AS4310

AS4126

AS148

AS4165

AS4230

SAS4140

SAS113

AS1169

AS4138

AS4061

AS257

AS1082

AS1177

AS1009

AS4311

AS1109

AS1105

AS1172

AS1108

AS4518

AS4516

AS1147

AS1106

AS4562

AS4534

AS4526

AS4522

AS4552

AS1194

AS1158

AS1126

AS1156

AS4541

AS4557

AS1229

AS1060

AS1175

AS1180

AS1112

AS1128

AS1192

AS1152

AS1113

AS1186

AS1011

AS1111

AS1162

AS4508

AS1120

AS1302

AS1149

AS1033

AS4582

AS4574

AS4579

AS4505

AS4566

AS4584

AS4501

AS4521

AS4567

AS4515

AS4533

AS1137

AS1110

AS4523

AS1124

AS1233

AS4500

AS4512

AS1065

AS1165

AS1114

AS1107

AS1144

AS1168

AS1125

AS1163

AS1098

AS1117

AS1317

AS1326

AS1142

AS1178

AS1140

AS4504

AS4510

AS1103 AS1320

AS1249

AS1239

AS1100

AS1154

AS1173

AS1127

AS1101

AS1190

AS1176

AS1251

AS1079

AS1227

AS1243

AS1069

AS1024

AS4527

AS1333

AS1089

AS1311

AS1312

AS1184

AS1157

AS1029

AS1160

AS1115

AS1058

AS1027

AS1328

AS1150

AS1083

AS1018

AS1075

AS1122

AS1119

AS1062

AS1091

AS1104

AS1132

AS1174

AS1182

AS1057

AS1167

AS1170

AS1016

AS1148

AS1030

AS1073

AS1134

AS1181

AS1203

AS1059

AS1022

AS1084

AS1071

AS1231

AS1090

AS1043

AS1146

AS1093

AS1035

AS1088

AS1074

AS1188

AS1086

AS1081

AS1094

AS1063

AS1141

AS1213

AS1116

AS1139

AS1032

AS1197

AS1123

AS1097

AS1099

AS1019

AS1133

AS4511

AS1306

AS1205

AS1179

AS1135

AS1159

AS1211

AS1095

AS1077

AS1318

AS1138 AS1241

AS1307

AS1076

AS1061

AS1020

AS1096

AS1314

AS4585

AS4587

AS4535

AS4513

AS4531

AS4519

AS4578

AS4572

AS4563

AS4529

AS4577

AS4565

AS4570

AS4569

AS4573

AS4509

AS4564

AS4588

AS4581

AS4586

AS4571

AS4575

AS4576

AS4583

AS4580

AS1315

AS1031

AS1041

AS1304

AS1118

AS1055

AS1054

AS1130

AS1067

AS1012

AS4520

AS4524

AS4561

AS4544

AS4532

AS4546

AS4551

AS4555

AS4549

AS4530

AS4558

AS4550

AS4536

AS4542

AS4545

AS4528

AS4538

AS4539

AS4556

AS4553

AS4554

AS4540

AS4548

AS4547

AS4560

AS4543

AS1309

AS1070

AS1161

AS1195

AS1153

AS1025

AS1028

AS1072

AS1092

AS1048

AS1014

AS1201

AS1056

AS1039

AS1199

AS1310

AS1151

AS1053

AS224

AS568

AS1080

AS1102

AS1183

AS1136

SAS4173

AS1026

AS1045

AS1171

SAS179

AS1049

AS1078

AS1051

AS1047

AS1121

AS4090

AS499

AS1155

AS3906

AS1052

AS4113

STC872

AS1050

AS236A

TC813

SAS4037

SAS173

AS4177

AS4184

TC1061

TC1062TC1060

TC1063

AS125

SAS178

AS1316

AS1013

PVAS4109

AS1037

SAS4032

SAS4017

SAS4042

AS1034

AS1068

SAS4221

AS1308

AS205

AS222

AS211

AS4038

AS208

AS236

AS4120

AS4078

AS4081

AS502

AS4146

AS4030

AS4147

AS122

AS545

AS4135

AS207

AS114

AS480

TC942

AS4157

AS213

AS4188

AS215

AS212

AS216

TC864

AS217

AS251

AS4060

AS4044

TC826

AS4151

AS4159

AS4145

AS576

AS4350

AS4088

AS4087

AS4148

AS3980

STC911

AS5000

CONT24

AS103

AS498

SAS145

SAS4131

AS4187

SAS4232

TC1502

SAS4172

AS4500

AS1100

AS1000

AS1300

CAMPBELL ST

W H

IT

E

ST

DOUGLESS ROAD

WALKING TRAIL

ASP714

AS4400

DOUGLESS ROAD

NEW RIVER AIR STATION, N.C.

LOCATION MAP AREA MAP

SAS4408 PED

BRIDGE REPLACEMENTLOCATION

MAP

SAS4408

PED BRIDGE

AREA MAP

VICINITY MAP

DRAWING INDEX

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AS4225 HAZ FLAM STHSE

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STC867 HAZ WASTE STOR

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AS4227 HAZARDOUS WASTE STORAGE AREA

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SAS4196 HAZMAT STORAGE VIC AS4195

AutoCAD SHX Text Richlands

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US 17

AutoCAD SHX Text Beulaville

AutoCAD SHX Text Burgaw

AutoCAD SHX Text Words Corner

AutoCAD SHX Text Bolton

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US 7

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AutoCAD SHX Text 4 &

AutoCAD SHX Text Acme

AutoCAD SHX Text Delco

AutoCAD SHX Text Leland

AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

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US 117

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US 421

AutoCAD SHX Text Wallace

AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Wilmington

AutoCAD SHX Text Scott Hill

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US 17

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text Holly Ridge

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NEW RIVER

AutoCAD SHX Text Folkstone

AutoCAD SHX Text Dixon

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Verona

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GRAPHIC SCALE IN MILES

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AutoCAD SHX Text Morehead City

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text Pink

AutoCAD SHX Text Hill

AutoCAD SHX Text Mt. Olive

AutoCAD SHX Text Seven

AutoCAD SHX Text Springs

AutoCAD SHX Text Goldsboro

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US 70

AutoCAD SHX Text New Bern

AutoCAD SHX Text Havelock

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NEUSE

AutoCAD SHX Text Tuscarora

AutoCAD SHX Text Trenton

AutoCAD SHX Text Comfort

AutoCAD SHX Text Kinston

AutoCAD SHX Text Dover

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%%UOAK GROVE

AutoCAD SHX Text Pollacksville

AutoCAD SHX Text Maysville

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%%UCHERRY POINT

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US 70

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RIVER

AutoCAD SHX Text Otway

AutoCAD SHX Text Beaufort

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SAS4408 PED BRIDGE REPLACEMENT

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PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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TITLE PAGE

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SHEET #

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SHEET NAME

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TITLE SHEET, AREA MAPS

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SPECIFICATION I

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SPECIFICATION II

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ENLARGED SITE PLAN

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ELEVATION SITE PLAN

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BRIDGE PLAN

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BRIDGE ABUTMENT

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BRIDGE DETAIL

SAS4408 PED BRIDGE REPLACEMENT

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PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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NOTES

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AutoCAD SHX Text SCOPE OF WORK: The contractor shall provide all material, labor, equipment, and : The contractor shall provide all material, labor, equipment, and supervision required to accomplish the following: General description - This scope of work is to be accomplished at SAS4408 located on - This scope of work is to be accomplished at SAS4408 located on This scope of work is to be accomplished at SAS4408 located on Dougless Rd. at New River Air Station, North Carolina. This project will consist of demo approximate 1584sf of existing pedestrian bridge, wooden head walls, 20sf of asphalt walking path. Contractor shall construct 1760sf of new pedestrian bridge, new 11' x 4' x 4' concrete head walls, new bike rails, post caps, all hardware, patch asphalt walking path per scope of work. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own : The contractor shall take his own field measurements in determining required materials and costs for the following. SPECIAL SCHEDULING AND ACCESS: Access and scheduling to the work area shall be Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative for the OICC office and the tenant of the building. Point of Contact for access to building. NOTES: 1. The measurements and quantities furnished here are for reference only. The The measurements and quantities furnished here are for reference only. The contractor is responsible for actual field verification prior to bidding, ordering material and during every step of construction for existing surfaces, dimensions and conditions. 2. Repair, refinish all areas damaged or disturbed by new work to be provided Repair, refinish all areas damaged or disturbed by new work to be provided under this contract. 3. Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal of asbestos containing materials, building products with tightly adhered lead containing paint, non-contaminated clean dirt and clean gravel. the hours of operations are 0730-1530 Monday- Thursday and 0730-1430 on Friday. delivery of acceptable materials (identified above) shall be by appointment only. Appointment made by phone at 1-910-457-5011 or 1-910-451-2946. 4. All other contractor generated material shall be weighed through the Base All other contractor generated material shall be weighed through the Base Landfill scales before being removed from the Base. Contractor utilizing the base scale will require Contracting Officers assisted per-registration with the Landfill manager. 5. The Contracting officer will register the contract via E-mail, with the base The Contracting officer will register the contract via E-mail, with the base landfill. All haul vehicles will maintain a secure vehicle placed as a condition to utilize the scale. E-mail the contractors information to the Landfill Clerk, include the name on the Prime contractor, contract number, job name / description, completion date and whether or not any above material will be delivered to the Landfill. 6. Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other flame -producing spark producing devices, a written permit shall be requested from the Fire Division. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. The contractor will provide at least two (2) twenty (20) pound 4A:20 BC rated extinguishers for normal "HOT WORK". All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "HOT WORK" done at this activity. The Fire watch shall be trained in accordance with NFPA 51B and remain on site for a minimum of sixty (60) minutes after work is completed. 7. Contractor is to be aware of all rules, regulation and codes required for Contractor is to be aware of all rules, regulation and codes required for successful completion of project.

SUBMITTALS: 1. Contractor shall make electronic copies of all submittals, include the approved Contractor shall make electronic copies of all submittals, include the approved transmittal sheets and provide two (2) CD/DVD's containing all submittals for project. The CD/DVD's shall be marked "Complete Submittal package - "SAS4408 PED BRIDGE REPLACEMENT" with Contract # as issued by Contracting Officer. 2. AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, specifications for selection and approval prior to the ordering and installation of said materials. 3. The contractor is required to submit a schedule detailing when they and or The contractor is required to submit a schedule detailing when they and or any subcontractor will be working. The schedule must be approved by Government before beginning work. 4. The contractor shall submit to the Contracting Officer, the manufacture's The contractor shall submit to the Contracting Officer, the manufacture's product specifications, complete with technical products data for all of the material being used in this process. The product specification shall as a minimum, provide the technical details on the following items. 5. Submit: Submit: A. SHOP DRAWINGS. SHOP DRAWINGS. B. INSTALLATION DRAWINGS /shop drawings INSTALLATION DRAWINGS /shop drawings C. PRODUCT DATA PRODUCT DATA C.A. Manufactures technical data Sheet Manufactures technical data Sheet C.B. Material Safety Data Sheets (MADA) Material Safety Data Sheets (MADA) C.C. Maintenance Data Maintenance Data D. WARRANTY ( 10 year Commercial Limited Warranty) WARRANTY ( 10 year Commercial Limited Warranty) E. READ LINE DRAWINGS READ LINE DRAWINGS 6. Qualifications: Qualifications: 6.1. Fabricator Qualifications: Minimum of three years documented experience in m Fabricator Qualifications: Minimum of three years documented experience in m similar in scope and complexity to this Project. Current certified by manufacturer as acceptable fabricator. 6.2. Installer Qualifications: minimum of three years documented installation Installer Qualifications: minimum of three years documented installation experience for project similar in scope and complexity to this project and currently certified by manufacturer as an acceptable installer.

CONCRETE: ALL REINFORCED CONCRETE TO HAVE A

COMPRESSIVE STRENGTH (f'c) OF 3000 PSI, IN ACCORDANCE

WITH NCDOT CLASS A MIX SPECIFICATIONS.

EXPOSED CONCRETE SHALL BE AIR-ENTRAINED.

REINFORCING STEEL: ASTM A615 GRADE 60.

WOOD: ALL SAWN WOOD TO BE SOUTHERN YELLOW PINE

(SYP) NO. 1 DENSE OR HIGHER.

ALL FASTENERS AND HANGERS TO BE HOT DIPPED

GALVINIZED (HDG) (AT A MINIMUM)

PRESERVATIVE PRESSURE TREATMENT TO BE IN

ACCORDANCE WITH AWPA STANDARD M4-06 & U1-07.

GLULAM SPECS: Fb=2400 PSI Fv=270 PSI E=1,800,000 PSI.

DIMENSIONS SHOWN ARE NOMINAL ACTUAL DIMENSIONS

ARE AS FOLLOWS:

4X18 - 318 X 1778 6X18 - 518 X 1778 7X16 - 63

4 X 1612

ECONOMIC FASTENER, HANGER OR STRUCTURAL MEMBER

SUBSTITUTES TO BE APPROVED BY PWO.

STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE

DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH

THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL

CONSTRUCTION (A.I.S.C.) "SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND

PLASTIC DESIGN", AND THE AISC CODE OF STANDARD

PRACTICE.

STRUCTURAL STEEL, TO BE OF DOMESTIC ORIGIN, AND

CONFORM TO:

PLATES, ANGLES, & CHANNELS: ASTM A36 HDG

HSS ROUND PIPE: ASTM A501 HDG

ANCHOR BOLTS: ASTM A307 HDG

ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH

HIGH STRENGTH BOLTS, (OR WELDED EQUIVALENT) UNLESS

OTHERWISE NOTED. SELECT CONNECTIONS TO SUPPORT

[50%] OF THE TOTAL UNIFORM LOAD CAPACITY IN BENDING

FOR EACH GIVEN BEAM AND SPAN. BOLTING TO BE IN

ACCORDANCE WITH RCSC SPECIFICATIONS.

GENERAL NOTES:

GENERAL: ALL NOTES ARE FOR SUPPLEMENTING THE

PLANS AND SPECIFICATIONS AND ARE IN NO WAY TO BE

CONSIDERED AS EXCLUDING ANY ITEM IN THEM.

CODE: DESIGN AND CONSTRUCTION TO BE IN ACCORD

WITH THE UNITED FACILITIES CRITERIA (UFC) AND THE

PARTICULAR CODES AS REFERENCED IN UFC.

DESIGN CRITERIA PER AASHTO:

LIVE LOAD: 85 PSF

DEAD LOAD: 20 PSF

SNOW LOAD: 15 PSF

WIND SPEED: 130 MPH

HORIZONTAL WIND LOAD: 35 PSF

DEFLECTION: L/480

FOUNDATION: EXCAVATION FOR AND BEARING MATERIAL

FOR FOUNDATIONS SHOULD BE SUPERVISED AND

APPROVED BY PWD PRIOR TO FOOTING INSTALLATION.

MATERIAL SATISFACTORY FOR CONTROLLED FILL AND

BACKFILL MATERIAL AROUND AND ABOVE FOOTINGS

SHALL INCLUDE CLEAN SOIL OR BANKRUN SAND AND

GRAVEL (GW, GC, SC, SM, ML & CL), BUT EXCLUDE

HIGHLY PLASTIC CLAYS (MH & CH) OR HIGH SHRINK

SWELL SOILS. THE FILL MATERIALS SHALL BE FREE

FROM TOPSOIL, ORGANIC CONTAMINATED SOIL AND

ROCK FRAGMENTS HAVING A MAJOR DIMENSION

GREATER THAN FOUR (4) INCHES, AND SHALL CONTAIN

NO ICE OR SNOW.

CONTRACTOR TO PROVIDE GEOTECHNICAL REPORT

PERFORMED BY LICENSED GEOTECHNICAL ENGINEER

REGISTERED IN THE STATE OF NORTH CAROLINA.

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SAS4408 PED BRIDGE REPLACEMENT

AutoCAD SHX Text

PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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SPECIFICATION

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I

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PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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SPECIFICATION

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II

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SITE OF ONE (1) DAMAGED 198 FOOT LONG PEDESTRIAN

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BRIDGES, SAS4408. DEMOLISH AND DISPOSE OF EXISTING

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BRIDGE AND ABUTMENTS OFF BASE.

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NEW BRIDGES SHALL BE CONSTRUCTED AS SHOWN ON

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SHEETS. NEW BRIDGE CONSTRUCTION WILL REQUIRE NEW

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ABUTMENT PLACEMENTS TO ALLOW FOR A 220 FOOT

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SPAN BRIDGE.

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SITE SAS4408 REQUIRES JOGGING TRAIL REPAIR. REPAIR

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AREA AT EACH END OF NEW BRIDGE APPROXIMATELY 200

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SF. DEMOLISH AND DISPOSE OF EXISTING ASPHALT OFF

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BASE. REPLACE JOGGING TRAIL AS SHOWN ON DETAIL

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SHEET. NEW BULK HEAD AT EACH END OF BRIDGE

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AND REESTABLISH RIP RAP ALONG DISTURBED SLOPES.

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INSTALL "NO MOTOR VEHICLES" SIGNS ON EACH SIDE OF

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EACH BRIDGE, TOTALING FOUR (4) SIGNS.

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CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS,

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EQUIPMENT, AND MATERIALS.

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EXISTING UTILITIES SHALL BE LOCATED PRIOR TO WORK

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AND SHALL NOT BE DISTURBED. CONTRACTOR IS

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RESPONSIBLE TO REPAIR ANY DAMAGE TO EXISTING

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UTILITIES. EXERCISE CAUTION WHILE EXCAVATING AROUND

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UTILITIES.

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WORK SITES SHALL BE SECURED TO PREVENT PUBLIC

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FROM ENTERING WORK AREAS. WORK SITES SHALL BE

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KEPT CLEAN AND FREE OF DEBRIS.

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WOOD SCHEDULE

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DESCRIPTION

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SIZE

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PRESSURE TREATMENT

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POST CAP

AutoCAD SHX Text 5.5"X5.5"

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ALUMINUM PYRAMID

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SHAPE: PYRAMID COLOR: BLACK

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DECKING

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3"X12" MILLED

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(CCA-C) .60PCF PERM WOOD FOUNDATION

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(3) 60D (3) AT EACH BEARING PRE DRILL DECK BOARDS

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POST

AutoCAD SHX Text 6"X6" 6x6 TRAIL GUARD RAIL

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(CA-B) .21PCF GROUND CONTACT

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GALVANIZED 3/4" BOLT & WASHER

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RAILS

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(CA-B) .21PCF GROUND CONTACT

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16D RING SHANK (3) AT EACH BEARING

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BICYCLE RAIL

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GALVANIZED STEEL AFTER CONSTRUCTION

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2"-0.5" W/4 BPB25412 SIMPSON

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ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED STEEL

AutoCAD SHX Text ALL LUMBER SHALL BE GRADE #1, OR BETTER, SOUTHERN YELLOW PINE BEFORE BEFORE PRESSURE TREATMENT.

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7.

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PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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ENLARGED

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SITE PLAN

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EXISTING SITE PLAN

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REPLACEMENT SITE PLAN

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FIELD VERIFY

FIELD VERIFY

DOUGLASS ROAD

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HEADWALL INV=7.78'

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8' WOOD BRIDGE

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OVERHEAD ELECTRIC LINES

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RIPRAP

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EOHW

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UP ASL-6A

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TOE

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TOB

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TOB

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TOB

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TOE

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10"EW

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10"EW

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APPROXIMATE LOCATION OF EXISTING WATERLINE

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SAS4408 PED BRIDGE REPLACEMENT

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PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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NEW ELEVATION

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SITE PLAN

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NEW SITE PLAN

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POINT -4.17FT ELEVATION

4'-0"4'-0"

6 x 18 GLULAM OUTER BAND

6X6 POST

34"Ø GALVANIZED THRU BOLTS

2X12 PT BRACE

12"Ø PILE

7X16 GLULAM GIRDER30'-0" MAX

2X6 PT RAIL @ 3" OC

'-6

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P E D

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2X6 PT BRACE

RIP RAP

CREEK

BICYCLE RAIL

MIN. BEARING 3" TYP.

34"Ø GALVANIZED THRU BOLTS

8A

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SAS4408 PED BRIDGE REPLACEMENT

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PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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BRIDGE

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PLAN

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TYPICAL BRIDGE SECTION

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'-0

4'-0"

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CONCRETE ABUTMENT

CENTERLINE BRIDGE

1'-6"

CONCRETE PAD OR

ASPHALT TRAIL

ten foot section on each side

11' CONCRETE FOOTING

STONE BASE

1'-6" DEEP X 12'-0" WIDE

'-8

M

IN

4'-0"

'-4

M

IN

1'-6" MIN. BEARING

RIP RAP

SIMPSON GLBT612- BEAM

SEAT OR EQUIV.

4X18 - 314" W 6X18 - 51

4" W

3"

3"

3"

3"

#5 @ 15" OC VERT &

HORIZONTAL CONT.

#5 VERTICAL

@ 15" OC

#5 HORIZONTAL

@ 15" OC

C

O V E R

T Y P

2" GAP

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SAS4408 PED BRIDGE REPLACEMENT

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PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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BRIDGE

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ABUTMENT

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REINFORCING DETAIL

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ABUTMENT DETAIL

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ABUTMENT PLAN

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6'-0"

'-6

SOLID PT 2X12

BLOCKING BETWEEN

JOIST @ POST

LOCATIONS

4 X 18" GLULAM

@ 16" OC MAX

3X12 PT DECKING

(3) 34"Ø GALVANIZED

THRU BOLTS @ PILE

LOCATIONS

12"Ø TIMBER PILE 0.80 CCA

6X6 PT POST @ 4'-0" OC

2X6 PT RAILS

4" GALV.

THRU BOLTS

7'-4"

2X12 PT BRACE

EACH SIDE

MST20SS (2) PER

JOIST ENDS

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GRADE

4"

'-6

2"Ø GALV. STD PIPE

BICYCLE HANDRAIL

6 X 18" GLULAM

END JOIST

6 X 18"

GLULAM

END JOIST

4" PL. 5X0'-5" W/ (4)

SDS25412 GALV. SIMPSON

SCREWS OR EQUIV.

7 X 16" GLULAM

GIRDER

'-8

'-0

M

A X

'-0

M

A X

'-0

M

A X

34"Ø GALVANIZED THRU BOLTS

8'-0"POST CAP

METAL

6X6 PT POST

NEW 2X6 PT HORIZ.

RAILING

'-4

1 2

TOP OF EX. POST

SECTION POST/RAIL DETAIL

NEW METAL CAP 6X6

6X6 POST WITH CAP

6X6 POST WITH CAP

SIMPSON A33 GALV. SUPPORT ANGLES

6X6 PT POST

(4) SDS25412 GALV. SCREWS OR EQUIV.

TYPICAL RAIL/POST CONNECTION

POST CONNECTION DETAIL

PLAN VIEW

2X6 RAILS

2X6 HORIZ. RAILING

EVENLY SPACING

2" RAILING FROM

DECK

1-5/8" galvanized steel rail

5-1/2"" x 5-1/2" GALV. SUPPORT plate welded to pipe before galv.

mounted ever other post.

6X6 PT POST

(4) 14" x 2" lag bolts GALV. OR EQUIV.

TYPICAL RAIL/POST CONNECTION

1 58" galv. pipe 1 58" galv. pipe

1 58" galv. pipe mounting

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COMPACTED SUBGRADE

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BASE COURSE

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1-1/2" SF9.5A MIX

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4" AGGREGRATE

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SAS4408 PED BRIDGE REPLACEMENT

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PROJECT #26M085CN

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MACC #26-0430

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DWG: DANA WHITMORE

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. AAS4408

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BRIDGE

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DETAIL

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BRIDGE SECTION DETAIL

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WALKING TRAIL

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RAIL & POST DETAIL

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SAS4408 FOOTBRIDGE

REPLACEMENT

AREA OF NEW

FOOT BRIDGE

12”X 12” POST

SAS4408 FOOTBRIDGE

REPLACEMENT SAME

FOOTPRINT

HWY 17 SOUTH

DOUGLESS

ROAD

NEW RIVER AIR STATION