W912HN-18-R-3002_AMD6_V1.PDF

US Army Corps of Engineers ®

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ISSUED FOR CONSTRUCTION

CE104C GATE 6 ACCESS ROAD STA. 117+00.00 TO 122+50.00 FT. GORDON OUTBOUND LANES STA. 13+00.00

TO STA. 20+00.00 FINAL EROSION & SEDIMENT CONTROL PLAN

CE105C GATE 6 ACCESS ROAD STA. 122+50 TO 127+75 FT. GORDON OUTBOUND LANES STA. 20+00 TO STA.

25+50 FINAL EROSION & SEDIMENT CONTROL PLAN

CE106C GATE 6 ACCESS ROAD STA. 127+75 TO 133+00 FT. GORDON OUTBOUND LANES STA. 25+50 TO STA.

31+00 FINAL EROSION & SEDIMENT CONTROL PLAN

CE107C GATE 6 ACCESS ROAD STA. 133+00 TO 139+25 FT. GORDON OUTBOUND LANES STA. 31+00 TO STA.

36+50 FINAL EROSION & SEDIMENT CONTROL PLAN

CE108C GATE 6 ACCESS ROAD STA. 139+25 TO 145+75 FT. GORDON OUTBOUND LANES STA. 36+50 TO STA.

41+67.10 FINAL EROSION & SEDIMENT CONTROL PLAN

CE109C GATE 6 ACCESS ROAD STA. 145+75 TO STA. 152+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE110C GATE 6 ACCESS ROAD STA. 152+75 TO STA. 159+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE111C GATE 6 ACCESS ROAD STA. 159+75 TO STA. 166+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE112C GATE 6 ACCESS ROAD STA. 166+75 TO STA. 173+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE113C GATE 6 ACCESS ROAD STA. 173+75 TO STA. 180+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE114C GATE 6 ACCESS ROAD STA. 180+75 TO STA. 187+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE115C GATE 6 ACCESS ROAD STA. 187+75 TO STA. 194+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE116C GATE 6 ACCESS ROAD STA. 194+75 TO STA. 200+50 FINAL EROSION & SEDIMENT CONTROL PLAN CE117C GATE 6 ACCESS ROAD STA. 200+50 TO STA. 204+28.72 FINAL EROSION & SEDIMENT CONTROL PLAN

CE121C GATE 2 AND GATE 3 FINAL EROSION & SEDIMENT CONTROL PLAN

CE122C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN

CE123C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN

CE124C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN

CE125C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN

CE126C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN

CE127C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN

CE401 EXTENDED DETENTION BASIN BMP-1 DETAILS PLAN

CE401A EXTENDED DETENTION BASIN BMP-1 DETAILS

CE402 BIO-RETENTION BASIN BMP-2 DETAILS PLAN

CE402A BIO-RETENTION BASIN BMP-2 DETAILS

CE403 BIO-RETENTION BASIN BMP-3 DETAILS PLAN

CE403A BIO-RETENTION BASIN BMP-3 DETAILS

CE404 BIO-RETENTION BASIN BMP-4 DETAILS PLAN

CE404A BIO-RETENTION BASIN BMP-4 DETAILS

CE405 EXTENDED DETENTION BASIN BMP-6 DETAILS PLAN

CE405A EXTENDED DETENTION BASIN BMP-6 DETAILS

CE406 EXPANDING EXISTING BASIN BMP-7 DETAILS PLAN

CE407 GATE 6 ACCESS ROAD IMPROVEMENTS DRAINAGE DETAILS

CE501 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS

CE502 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS

CE503 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS

CE504 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS

CE505 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS

CE506 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC CHANNEL STABILIZATION DETAILS

C-501 WATER SYSTEM DETAILS

C-502 WATER SYSTEM DETAILS

C-503 WATER SYSTEM DETAILS

C-504 SANITARY SEWER DETAILS

C-505 SANITARY SEWER DETAILS

C-506 CULVERT HEADWALL DETAILS

C-507 STORM DRAIN MANHOLE DETAILS

C-508 STORM DRAINAGE DETAILS

C-509 STORM DRAINAGE DETAILS

C-510 STORM DRAINAGE DETAILS

C-511 FLARED END SECTION DETAILS

C-512 STORM DRAINAGE DETAILS

C-513 STORM DRAINAGE DETAILS

C-514 STORM DRAINAGE DETAILS

C-515 GUARDRAIL DETAILS

C-516 GUARDRAIL DETAILS

C-517 GUARDRAIL DETAILS

C-518 GUARDRAIL DETAILS

C-519 GUARDRAIL DETAILS

C-520 CURB AND GUTTER DETAILS

C-521 ROAD SIGN DETAILS

C-522 PAVEMENT MARKING DETAILS

C-523 PAVEMENT MARKING DETAILS

C-524 PAVEMENT MARKING DETAILS

C-525 PAVEMENT MARKING DETAILS

C-526 PAVEMENT MARKING DETAILS

C-527 PAVEMENT MARKING DETAILS

C-528 RAISED REFLECTIVE MARKERS DETAILS

C-529 PAVEMENT MARKING DETAILS

C-530 CONCRETE PAVEMENT JOINT DETAILS

C-531 PAVEMENT DETAILS

C-532 ACTIVE VEHICLE BARRIER SIGNAGE AND STRIPING LAYOUT

C-533 ACTIVE VEHICLE BARRIER TRAFFIC SIGN AND SIGNAL DETAILS

C-534 ACTIVE VEHICLE BARRIER CONTROL SYSTEMS

C-535 ACTIVE VEHICLE BARRIER CONTROL SYSTEMS

C-536 FENCE AND GATE DETAILS

C-601 TABLES

C-602 TABLES

CE008D HYDROLOGY MAP POST-DEVELOPMENT CHECKLIST #42

CE100 EROSION & SEDIMENT CONTROL OVERALL PLAN INITIAL, INTERMEDIATE, AND FINAL

CE100A EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN

CE100B EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN

CE100C EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN

CE100D EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN

CE100E EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN

CE101A GATE 6 ENTRANCE (BY OTHERS) STA. 100+00 TO 105+00 INITIAL EROSION & SEDIMENT CONTROL

PLAN

CE102A GATE 6 ACCESS ROAD (BY OTHERS) STA. 105+00 TO 109+00 GATE 6 ACCESS ROAD STA. 109+00 TO

110+75 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE103A GATE 6 ACCESS ROAD STA. 110+75 TO 117+00 FT. GORDON OUTBOUND LANES STA. 10+00 TO STA.

13+00 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE104A GATE 6 ACCESS ROAD STA. 117+00.00 TO 122+50.00 FT. GORDON OUTBOUND LANES STA. 13+00.00

TO STA. 20+00.00 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE105A GATE 6 ACCESS ROAD STA. 122+50 TO 127+75 FT. GORDON OUTBOUND LANES STA. 20+00 TO STA.

25+50 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE106A GATE 6 ACCESS ROAD STA. 127+75 TO 133+00 FT. GORDON OUTBOUND LANES STA. 25+50 TO STA.

31+00 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE107A GATE 6 ACCESS ROAD STA. 133+00 TO 139+25 FT. GORDON OUTBOUND LANES STA. 31+00 TO STA.

36+50 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE108A GATE 6 ACCESS ROAD STA. 139+25 TO 145+75 FT. GORDON OUTBOUND LANES STA. 36+50 TO STA.

41+67.10 INITIAL EROSION & SEDIMENT CONTROL PLAN

CE109A GATE 6 ACCESS ROAD STA. 145+75 TO STA. 152+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE110A GATE 6 ACCESS ROAD STA. 152+75 TO STA. 159+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE111A GATE 6 ACCESS ROAD STA. 159+75 TO STA. 166+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE112A GATE 6 ACCESS ROAD STA. 166+75 TO STA. 173+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE113A GATE 6 ACCESS ROAD STA. 173+75 TO STA. 180+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE114A GATE 6 ACCESS ROAD STA. 180+75 TO STA. 187+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE115A GATE 6 ACCESS ROAD STA. 187+75 TO STA. 194+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE116A GATE 6 ACCESS ROAD STA. 194+75 TO STA. 200+50 INITIAL EROSION & SEDIMENT CONTROL PLAN CE117A GATE 6 ACCESS ROAD STA. 200+50 TO STA. 204+28.72 INITIAL EROSION & SEDIMENT CONTROL

PLAN

CE121A GATE 3 INITIAL EROSION AND SEDIMENT CONTROL PLAN

CE122A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN

CE123A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN

CE124A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN

CE125A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN

CE126A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN

CE127A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN

CE101B GATE 6 ENTRANCE (BY OTHERS) STA. 100+00 TO 105+00 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE102B GATE 6 ACCESS ROAD (BY OTHERS) STA. 105+00 TO 109+00 GATE 6 ACCESS ROAD STA. 109+00 TO

110+75 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE103B GATE 6 ACCESS ROAD STA. 110+75 TO 117+00 FT. GORDON OUTBOUND LANES STA. 10+00 TO STA.

13+00 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE104B GATE 6 ACCESS ROAD STA. 117+00.00 TO 122+50.00 FT. GORDON OUTBOUND LANES STA. 13+00.00

TO STA. 20+00.00 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE105B GATE 6 ACCESS ROAD STA. 122+50 TO 127+75 FT. GORDON OUTBOUND LANES STA. 20+00 TO STA.

25+50 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE106B GATE 6 ACCESS ROAD STA. 127+75 TO 133+00 FT. GORDON OUTBOUND LANES STA. 25+50 TO STA.

31+00 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE107B GATE 6 ACCESS ROAD STA. 133+00 TO 139+25 FT. GORDON OUTBOUND LANES STA. 31+00 TO STA.

36+50 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE108B GATE 6 ACCESS ROAD STA. 139+25 TO 145+75 FT. GORDON OUTBOUND LANES STA. 36+50 TO STA.

41+67.10 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE109B GATE 6 ACCESS ROAD STA. 145+75 TO STA. 152+75 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE110B GATE 6 ACCESS ROAD STA. 152+75 TO STA. 159+75 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE111B GATE 6 ACCESS ROAD STA. 159+75 TO STA. 166+75 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE112B GATE 6 ACCESS ROAD STA. 166+75 TO STA. 173+75 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE113B GATE 6 ACCESS ROAD STA. 173+75 TO STA. 180+75 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE114B GATE 6 ACCESS ROAD STA. 180+75 TO STA. 187+75 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE115B GATE 6 ACCESS ROAD STA. 187+75 TO STA. 194+75 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE116B GATE 6 ACCESS ROAD STA. 194+75 TO STA. 200+50 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE117B GATE 6 ACCESS ROAD STA. 200+50 TO STA. 204+28.72 INTERMEDIATE EROSION & SEDIMENT

CONTROL PLAN

CE121B GATE 2 AND GATE 3 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE122B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE123B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE124B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE125B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE126B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE127B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN

CE101C GATE 6 ENTRANCE (BY OTHERS) STA. 100+00 TO 105+00 FINAL EROSION & SEDIMENT CONTROL

PLAN

CE102C GATE 6 ACCESS ROAD (BY OTHERS) STA. 105+00 TO 109+00 GATE 6 ACCESS ROAD STA. 109+00 TO

110+75 FINAL EROSION & SEDIMENT CONTROL PLAN

CE103C GATE 6 ACCESS ROAD STA. 110+75 TO 117+00 FT. GORDON OUTBOUND LANES STA. 10+00 TO STA.

13+00 FINAL EROSION & SEDIMENT CONTROL PLAN

CIVIL

CU100 OVERALL UTILITY PLAN

CU101 UTILITY PLAN

CU102 UTILITY PLAN

CU103 UTILITY PLAN

CU104 UTILITY PLAN

CU105 UTILITY PLAN

CU106 UTILITY PLAN

CU107 UTILITY PLAN

CU108 UTILITY PLAN

CU109 UTILITY PLAN

CU110 UTILITY PLAN

CU111 UTILITY PLAN

CU112 UTILITY PLAN

CU113 UTILITY PLAN

CU114 UTILITY PLAN

CU115 UTILITY PLAN

CU116 UTILITY PLAN

CU117 UTILITY PLAN

CU122 UTILITY PLAN

CU123 UTILITY PLAN

CU124 UTILITY PLAN

CU125 UTILITY PLAN

CU126 UTILITY PLAN

CU127 UTILITY PLAN

CU201 WATER LINE PROFILE

CU202 WATER LINE PROFILE

CU203 WATER LINE PROFILE

CU204 WATER LINE PROFILE

CU205 WATER LINE PROFILE

CU206 WATER LINE PROFILE

CU207 WATER LINE PROFILE

CU208 WATER LINE PROFILE

CU209 WATER LINE PROFILE

CU210 WATER LINE PROFILE

CU211 WATER LINE PROFILE

CU212 WATER LINE PROFILE

CU213 WATER LINE PROFILE

CU214 WATER LINE PROFILE

CU215 WATER LINE PROFILE

CU216 WATER LINE PROFILE

CU217 WATER LINE PROFILE

CU218 SANITARY SEWER PROFILES

CU219 SANITARY SEWER PROFILES

CU220 STORM DRAIN PROFILES

CU221 STORM DRAIN PROFILES

CU222 STORM DRAIN PROFILES

CU223 STORM DRAIN PROFILES

CU224 STORM DRAIN PROFILES

CU225 STORM DRAIN PROFILES

CU226 STORM DRAIN PROFILES

CU227 STORM DRAIN PROFILES

CU228 STORM DRAIN PROFILES

CU229 STORM DRAIN PROFILES

CU230 STORM DRAIN PROFILES

CU231 STORM DRAIN PROFILES

CU232 STORM DRAIN PROFILES

CE001 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC COVER SHEET, INDEX, CERTIFICATIONS

CE002 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC PLAN CHECKLIST

CE003 GATE 6 ACCESS ROAD IMPROVEMENTS PROJECT NOTES

CE004 GATE 6 ACCESS ROAD IMPROVEMENTS FT. GORDON POLLUTION PREVENTION NOTES

CE005 GATE 6 ACCESS ROAD IMPROVEMENTS NPDES PERMIT REQUIREMENTS

CE006A SOILS MAP CHECKLIST #46

CE006B SOILS MAP CHECKLIST #46

CE007A HYDROLOGY MAP PRE-DEVELOPMENT CHECKLIST #42

CE007B HYDROLOGY MAP PRE-DEVELOPMENT CHECKLIST #42

CE007C HYDROLOGY MAP PRE-DEVELOPMENT CHECKLIST #42

CE007D HYDROLOGY MAP PRE-DEVELOPMENT CHECKLIST #42

CE008A HYDROLOGY MAP POST-DEVELOPMENT CHECKLIST #42

CE008B HYDROLOGY MAP POST-DEVELOPMENT CHECKLIST #42

CE008C HYDROLOGY MAP POST-DEVELOPMENT CHECKLIST #42

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

GENERAL

G-001 COVER SHEET - VOLUME 1

G-002 LOCATION & VICINITY MAP

G-003 INDEX OF DRAWINGS - VOLUME 1

G-004 INDEX OF DRAWINGS - VOLUME 1 CONTINUED

G-005 INDEX OF DRAWINGS - VOLUME 2

G-005A INDEX OF DRAWINGS - VOLUME 2 CONTINUED

G-006 INDEX OF DRAWINGS - VOLUME 3

G-007 SITE KEY PLAN

G-008 ABBREVIATIONS

G-009 LEGEND AND SYMBOLOGY

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US Army Corps of Engineers ®

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INDEX OF DRAWINGS

SHEET ID SHEET TITLE

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

LANDSCAPE

LP001 GENERAL LANDSCAPE NOTES

LP101 STATION 117-122 LANDSCAPE PLAN

LP102 STATION 122-127 LANDSCAPE PLAN

LP103 STATION 127-133 LANDSCAPE PLAN

LP501 GATE 6 ACCESS ROAD LANDSCAPE DETAILS

TELECOM SITE

TS001 TELECOMMUNICATIONS SITE LEGEND

TS100 OVERALL TELECOMMUNICATIONS SITE PLAN

TS105 TELECOMMUNICATIONS SITE PLAN

TS106 TELECOMMUNICATIONS SITE PLAN

TS107 TELECOMMUNICATIONS SITE PLAN

TS108 TELECOMMUNICATIONS SITE PLAN

TS109 TELECOMMUNICATIONS SITE PLAN

TS110 TELECOMMUNICATIONS SITE PLAN

TS111 TELECOMMUNICATIONS SITE PLAN

TS112 TELECOMMUNICATIONS SITE PLAN

TS113 TELECOMMUNICATIONS SITE PLAN

TS114 TELECOMMUNICATIONS SITE PLAN

TS115 TELECOMMUNICATIONS SITE PLAN

TS116 TELECOMMUNICATIONS SITE PLAN

TS117 TELECOMMUNICATIONS SITE PLAN

TS118 TELECOMMUNICATIONS SITE PLAN

TS119 TELECOMMUNICATIONS SITE PLAN

TS120 TELECOMMUNICATIONS SITE PLAN

TS501 TELECOMMUNICATIONS SITE DETAILS

TS502 TELECOM MANHOLE BUTTERFLY DETAILS

TS601 TELECOM RISER DIAGRAMS

ELECTRICAL SITE

ES001 ELECTRICAL LEGEND

ES002 ELECTRICAL LEGEND

ES100 OVERALL ELECTRICAL PLAN

ES101 ELECTRICAL PLAN

ES102 ELECTRICAL PLAN

ES103 ELECTRICAL PLAN

ES104 ELECTRICAL PLAN

ES105 ELECTRICAL PLAN

ES106 ELECTRICAL PLAN

ES107 ELECTRICAL PLAN

ES108 ELECTRICAL PLAN

ES109 ELECTRICAL PLAN

ES110 ELECTRICAL PLAN

ES111 ELECTRICAL PLAN

ES112 ELECTRICAL PLAN

ES113 ELECTRICAL PLAN

ES114 ELECTRICAL PLAN

ES115 ELECTRICAL PLAN

ES116 ELECTRICAL PLAN

ES117 ELECTRICAL PLAN

ES301 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES302 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES303 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES304 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES305 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES306 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES307 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES308 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES309 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES310 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES311 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES312 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES313 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES314 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES315 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES316 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES317 PHOTOMETRIC PLANS/CALCULATIONS-SITE

ES501 ELECTRICAL DETAILS

ES502 ELECTRICAL DETAILS

ES601 SHORT CIRCUIT ANALYSIS DIAGRAM

ES602 ELECTRICAL SCHEDULES

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LANDSCAPE

LP101 STATION 117-122 LANDSCAPE PLAN

LP102 STATION 122-127 LANDSCAPE PLAN

LP103 STATION 127-133 LANDSCAPE PLAN

LP501 GATE 6 ACCESS ROAD LANDSCAPE DETAILS

BRIDGE

SR101 BRIDGE PLAN AND ELEVATION

SR102 SUBSTRUCTURE LAYOUT

SR103 ERECTION PLAN

SR301 BRIDGE TYPICAL SECTION

SR501 CULVERT FOOTING PLAN

SR502 WINGWALL FOOTING PLAN (SHEET 1 OF 2)

SR503 WINGWALL FOOTING PLAN (SHEET 2 OF 2)

SR504 WINGWALL DETAILS (1 OF 2)

SR505 WINGWALL DETAILS (2 OF 2)

- OPTION 3

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-R -3 of Engineers

US Army Corps

ISSUED FOR CONSTRUCTION

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

1'

(STA. 103+00 TO STA. 114+02)

2:1

2:1 4:1

159+50 TO 163+00

STATION TO STATION

3'-6" 5'-6"

6%

"W" BEAM GUARDRAIL

ASHP. CONC. CURB

PAVED SHLDR. EXT.

2:1

2:1

183+47.53 TO 185+80.66

STATION TO STATION

5'-6"3'-6" 2:1

2:1 6%

"W" BEAM GUARDRAIL

CURB TYPE 2

CONCRETE HEADER

BL

2% 2%

FINISH GRADE

POINT OF

CURB TYPE 2

CONCRETE HEADER

2% 6%

4:1 2:1

103+00 TO 146+75

STATION TO STATION

6%

5'-6" 3'-6"

PAVED SHLDR. EXT.

ASHP. CONC. CURB

"W" BEAM GUARDRAIL

(STA. 103+00 TO STA. 126+68)

159+50 TO 163+00

STATION TO STATION

BIKE LANE

4'-2"

16" RUMBLE STRIP

12" BUFFER

PAVED

6'-6"

SHOULDER

10'-0"

FORESLOPE

8'-0"

MIN. 2' DEPTH

DRY SWALE

4'-0"

CLEAR ZONE

18'-0"

LANE

13'-0"

GATE 6 ACCESS ROAD

RAISED MEDIAN

16'-0"

TOSTATION

109+00.00

187+48.99 200+53.14

184+60.93

STATION

LANE

13'-0"

LANE

12'-0"

12" BUFFER

BIKE LANE

4'-2"

16" RUMBLE STRIP

PAVED

6'-6"

SHOULDER

10'-0"

FORESLOPE

8'-0"

MIN. 2' DEPTH

DRY SWALE

4'-0"

CLEAR ZONE

18'-0"

(STA. 10+00 TO STA. 25+90)

2:1 4:1

6% 2%

CURB TYPE 2

CONCRETE HEADER

FINISH GRADE

POINT OF

21+35 TO 24+45

15+00 TO 19+25

STATION TO STATION

BL

BL

2%

GUTTER TYPE 2

CONC. CURB AND

2% 4:1

4:1

6'-0"2'-6"14'-0" & VAR.

4:1

2%

4:1

PAVEMENT LEGEND

12+25 TO 15+00

STATION TO STATION

"W" BEAM GUARDRAIL

2%

VAR.

6'-0"

BL

6'-0"

LANE

12'-0"

OUTBOUND LANES

STATION STATION

41+67.10

TO

1'

LANE

12'-0"

PAVED

6'-6"

16" RUMBLE STRIP

BIKE LANE

4'-2"

12" BUFFER

SHOULDER

10'-0"

FORESLOPE

8'-0"

CLEAR ZONE

18'-0"

MIN. 2' DEPTH

DRY SWALE

4'-0"

VARIABLE SLOPE

CURB TYPE 2

CONCRETE HEADER

34'-0"

ROUNDABOUT

CENTER OF

12TH STREET ROUNDABOUT

15TH STREET ROUNDABOUT

TOSTATION

185+14.96

201+06.64

STATION TO STATION

202+86.64

186+94.96

18'-0"

APRON

TRUCK

B

APRON

TRUCK

L

CURB TYPE 9

CONCRETE HEADER

38' & VAR.

VARIABLE SLOPE

B

ROADWAY

CIRCULATORY

L

6%

4:1

MIN. 2' DEPTH

DRY SWALE

4' -0"

FORESLOPE

8'-0"

SHOULDER

10'-0"

CLEAR ZONE

18'-0"

PAVED

6'-6"

STATION

10+00.00

LANE

12' -0"

2% 6%

90' & VAR.

VARIABLE SLOPE

B

APRON

INNER

L

1' Min. & VAR.

1' Min. & VAR.

1' Min. & VAR.

(POST/CABLE/FENCE)

PASSIVE VEHICLE BARRIER

(POST/CABLE/FENCE)

PASSIVE VEHICLE BARRIER

(STA. 144+47 TO STA. 146+63)

(POST/CABLE)

PASSIVE VEHICLE BARRIER

(STA. 25+90 TO STA. 41+67)

(POST/CABLE)

PASSIVE VEHICLE BARRIER

(POST/CABLE/FENCE)

PASSIVE VEHICLE BARRIER

(STA. 126+68 TO STA. 146+63)

(POST/CABLE)

PASSIVE VEHICLE BARRIER

APRON DETAIL

SEE TRUCK

RECYL ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LB/SY)

RECYL ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SY)

RECYL ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (550 LB/SY)

GRADED AGGR BASE, INCL MATL (11 INCHES)

6 GRADED AGGR BASE, INCL MATL (6 INCHES)

7 DETAIL P7 - PAVEMENT EDGE TREATMENT

6"

8 RECYL ASPH CONC 9.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIME (165 LB/SY)

RECYL ASPH CONC 12.5 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME (220 LB/SY)

T Y

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IC

A L S

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T E A

C C

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A D

FOR DITCH INFORMATION

SEE CROSS SECTIONS

CUT SLOPE DITCH

PROPOSED TOP OF

D E

P T

H

2:1 2:1

144+50 TO 171+50

170+00 TO 178+00

STATION TO STATION

D E

P T

H

CUT SLOPE DITCH

PROPOSED TOP OF

FOR DITCH INFORMATION

SEE CROSS SECTIONS

FOR DITCH INFORMATION

SEE CROSS SECTIONS

FOR DITCH INFORMATION

SEE CROSS SECTIONS

CUT SLOPE DITCH

PROPOSED TOP OF

D E

P T

H

32+00 TO 40+25

FILLER

" JOINT2

#6@8"

SUBGRADE

COMPACTED FILLER

" JOINT2

NO SCALE

18'

TRUCK APRON DETAIL

IN SLAB, ALIGN RADIAL

CENTERED

#6@8"

CLASS A3 CONCRETE

CRUSHED STONE

TYPE 9

CONC. CURB

TYPE 2

CONC. CURB

1/4"

1/4" MIN. BELOW

PAVEMENT SURFACE

SEALANT

TOP OF SLAB

URETHANE FOAM ROD

CLOSED CELL POLY-

TO DEPTH, NOT LESS THAN

SHAPE FACTOR 2:1 WIDTH

1/4" NOT MORE THAN 1/2".

M

IN

1/

1/

CONST. JOINT

JOINT WIDTH.

GREATER DIAMETER THAN

BACK-UP MATERIAL SHALL BE 25%

NO SCALE

JOINT SEALANT DETAIL

SHALL NOT BE DOWELED.

REINFORCING SHALL NOT CROSS CONTRACTION JOINTS. JOINTS

SPACING. SEE JOINT SEALANT DETAIL THIS SHEET.

RADIAL CONTRACTION JOINT REQUIRED WITH 15' MAXIMUM

NOTE:

CT3000

MILL & OVERLAY AREAS DETAIL

EXIST. PAVEMENT

15TH STREET

13TH STREET

12TH STREET

SHEETS FOR MILL AND OVERLAY LOCATIONS.

NOTE: SEE CT SHEETS AND CROSS-SECTION

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*13' LANE INCLUDES 1' OFFSET TO CURB

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