W912HN-18-R-3007_AMD7.PDF

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INDEX OF DRAWINGS

TITLE TITLE

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003

ABBREVIATIONSG-004

LEGENDG-005

ELECTRICAL LEGEND

GI100 VICINITY MAP & LOCATION PLAN

VF001 FIELD SURVEY - GENERAL NOTES

VF101 EXISTING SURVEY - AREA 1

VF102

VF103

VF104

VF105

VF106

VF107

VF501 FIELD SURVEY - DETAILS

VF601 FIELD SURVEY - DATA POINT SCHEDULE

EXISTING SURVEY - AREA 2

EXISTING SURVEY - AREA 3

EXISTING SURVEY - AREA 4

EXISTING SURVEY - AREA 5

EXISTING SURVEY - AREA 6

EXISTING SURVEY - AREA 7

VF108 EXISTING SURVEY - AREA 8

CD101 DEMOLITION PLAN - AREA 1

CD102 DEMOLITION PLAN - AREA 2

CD103 DEMOLITION PLAN - AREA 3

CD104 DEMOLITION PLAN - AREA 4

CD106 DEMOLITION PLAN - AREA 6

CD108 DEMOLITION PLAN - AREA 8

CS100 CIVIL SITE PLAN OVERALL

CS101 CIVIL SITE PLAN - AREA 1

CS103 CIVIL SITE PLAN - AREA 3

CS104 CIVIL SITE PLAN - AREA 4

CS401 ENLARGED CIVIL SITE PLAN - OFFLOAD AREA

CS402 ENLARGED CIVIL SITE PLAN - FILLSTAND AREA 1 OF 2

CS403 ENLARGED CIVIL SITE PLAN - FILLSTAND AREA 2 OF 2

CS501 CIVIL DETAILS - CONTAINMENT BASIN

CS502

CS503

CS504

CS505

CS506

CS507

CS106 CIVIL SITE PLAN - AREA 6

CIVIL DETAILS - HANDRAIL & EQUIPMENT PAD

CIVIL DETAILS - DROP TANK VAULT DETAILS

CIVIL DETAILS - PRODUCT RECOVERY TANK

CIVIL DETAILS - PROJECT SIGN

CIVIL DETAILS - CONCRETE STAIRS

CIVIL DETAILS - CONTAINMENT LINER

CP101 PAVING PLAN - JOINT LAYOUT - AREA 1 - BASIC BID

CP101A PAVING PLAN - SPOT ELEVATIONS - AREA 1 - BASIC BID

CP103 PAVING PLAN - JOINT LAYOUT - AREA 3 - BASIC BID

CP103A PAVING PLAN - SPOT ELEVATIONS - AREA 3 - BASIC BID

CP106 PAVING PLAN - JOINT LAYOUT - AREA 6 - BID OPTION

CP106A PAVING PLAN - SPOT ELEVATIONS - AREA 6 - BID OPTION

CP501 PAVING DETAILS - TYPICAL SECTIONS & CURBS

CP502

CP503

CP504

PAVING DETAILS - CONTAINMENT PAVEMENT SECTIONS

PAVING DETAILS - SIDEWALK & JOINT TERMINATION

PAVING DETAILS - JOINTS & REINFORCING

CG101 GRADING & DRAINAGE PLAN - AREA 1

CG103

CG104

CG106

CG201

CG202

CG501

CG502

CG503

CG504

GRADING & DRAINAGE PLAN - AREA 3

GRADING & DRAINAGE PLAN - AREA 4

GRADING & DRAINAGE PLAN - AREA 6

GRADING & DRAINAGE PROFILES - FILLSTAND DRAIN LINES

GRADING & DRAINAGE PROFILES - OFFLOAD DRAIN LINES

GRADING & DRAINAGE DETAILS - CURB OPENING STRUCTURE

GRADING & DRAINAGE DETAILS - TRENCH DRAIN, CLEANOUT, & FLUME

GRADING & DRAINAGE DETAILS - AREA INLET STRUCTURE

GRADING & DRAINAGE DETAILS - MISCELLANEOUS

CE101 INITIAL EROSION CONTROL PLAN

CE501 EROSION CONTROL DETAILS & NOTES

CE601 PREDEVELOPMENT IMPERVIOUS COVER

CE602 POST DEVELOPMENT IMPERVIOUS COVER

MD100 DEMOLITION NOTES AND REQUIREMENTS

MD101 DEMOLITION PLAN

MS100 OVERALL PIPING PLAN

MS201 PIPING PROFILES

MS202 PIPING PROFILES

MS203 PIPING PROFILES

MS301 PIPING CROSSOVER SECTIONS

MS420 ENLARGED OFFLOAD PIPING PLAN

MS430 ENLARGED FILLSTAND PIPING PLAN

MS440 ENLARGED TANK PIPING PLAN

MS441 ENLARGED PIPING PLAN TANKS 4 AND 5

MS442 ENLARGED PIPING PLAN TANKS 1 AND 2

MS443 ENLARGED PIPING PLAN TANK 3

MS501 LOW POINT DRAIN AND WATER DRAW OFF DETAILS

MS502 PRODUCT RECOVERY TANK SECTIONS AND DETAILS

MS503 TRUCK FILLSTAND DETAILS

MS504 TRUCK OFFLOAD SKID DETAILS

MS505 OFFLOAD DROP TANK SECTIONS AND DETAILS

MS506 PIPELINE PIG TRAP PLANS, SECTIONS, AND DETAILS

MS507 BERM DIKEWALL PENETRATION

ES101 ELECTRICAL SITE PLAN AREA 1

ES102 ELECTRICAL SITE PLAN AREA 2

ES103 ELECTRICAL SITE PLAN AREA 3

ES104 ELECTRICAL SITE PLAN AREA 4

ES105 ELECTRICAL SITE PLAN AREA 5

ES106 ELECTRICAL SITE PLAN AREA 6

ES107 ELECTRICAL SITE PLAN AREA 7

ES501 ELECTRICAL DETAILS

ES502 ELECTRICAL DETAILS

ES503 ELECTRICAL GROUNDING DETAILS

ES504 ELECTRICAL DETAILS

ES505 ELECTRICAL CONDUIT ROUTING DETAILS

ES530 ELECTRICAL FILLSTAND DETAILS

S-001 DESIGN AND GENERAL NOTES SHEET

S-002 DESIGN AND GENERAL NOTES SHEET

S-003 COMPONENTS AND CLADDING WIND PRESSURES

S-004 METAL BUILDING SYSTEM ALLOWABLE FOUNDATION REACTIONS

SB101 PUMP SHELTER FOUNDATION AND SLAB PLAN

SB102 PIPE SUPPORT PLAN

SB103 OFFLOAD DROP TANK VAULT CANOPY FOUNDATION PLAN

SB104 OFFLOAD AND FILLSTAND CANOPIES FOUNDATION PLAN AND DETAILS

SF101 CONTROL ROOM ROOF FRAMING PLAN AND SECTIONS

SF102 BRIDGE CRANE PLAN AND SECTIONS

ST101 CMU WALL REINFORCEMENT PLAN

SB301 FOUNDATION AND SLAB SECTIONS AND DETAILS (SHEET 1 OF 2)

SB302 FOUNDATION AND SLAB SECTIONS AND DETAILS (SHEET 2 OF 2)

SB303 PIPE SUPPORT SECTIONS AND DETAILS (SHEET 1 OF 5)

SB304 PIPE SUPPORT SECTIONS AND DETAILS (SHEET 2 OF 5)

SB305 PIPE SUPPORT SECTIONS AND DETAILS (SHEET 3 OF 5)

SB306 PIPE SUPPORT SECTIONS AND DETAILS (SHEET 4 OF 5)

SB307 PIPE SUPPORT SECTIONS AND DETAILS (SHEET 5 OF 5)

SB308 OFFLOAD DROP TANK VAULT FOUNDATION DETAILS

S-501 PIPE SUPPORT DETAILS

SB501 EXTERIOR PIPE SUPPORTS

SB502 EXTERIOR PIPE SUPPORTS PLAN VIEWS

SB503 PEDESTAL DETAILS

ST501 CONTROL ROOM MASONRY DETAILS

S-601 PIPE SUPPORT SCHEDULE

SB601 EXTERIOR PIPE SUPPORT SCHEDULE

X-101 EXISTING BULK STORAGE TANK 1 PLAN LAYOUT

X-102 EXISTING BULK STORAGE TANK 2 PLAN LAYOUT

X-103 EXISTING BULK STORAGE TANK 3 PLAN LAYOUT

X-104 EXISTING BULK STORAGE TANK 4 PLAN LAYOUT

X-105 EXISTING BULK STORAGE TANK 5 PLAN LAYOUT

X-501 EXISTING FUEL STORAGE TANKS NOTES AND DETAILS

X-502 EXISTING FUEL STORAGE TANKS DETAILS

X-901 EXISTING BULK STORAGE TANKS SITE INFORMATION

JOINT DETAILSS-502

A-101 PUMPHOUSE - FLOOR PLAN

A-102 PUMPHOUSE - REFLECTED CEILING AND ROOF PLAN

A-110 OFFLOAD CANOPIES - FLOOR PLANS, ROOF PLANS, AND ELEVATIONS

A-120 FILLSTAND CANOPIES - COMPOSITE FLOOR PLANS - BID OPTION

A-130 DROP TANK VAULT CANOPY - FLOOR, ROOF, AND REFLECTED CEILING PLANS, AND ELEVATIONS

A-201 PUMPHOUSE - BUILDING ELEVATIONS

A-301 PUMPHOUSE - WALL SECTIONS

A-511 ROOF EDGE DETAILS

A-601 PUMPHOUSE - ROOM FINISH AND DOOR SCHEDULE

A-701 PUMPHOUSE - DOOR, WINDOW AND LOUVER DETAILS

A-302 PUMPHOUSE - WALL SECTIONS

M-001 FUEL SYSTEM LEGEND

M-110 PUMPHOUSE PIPING PLAN

M-201 FLOW DIAGRAM SHEET 1 OF 2

M-202 FLOW DIAGRAM SHEET 2 OF 2

M-203

SEQUENCE OF CONTROLS - SHEET 1 OF 2M-204

SEQUENCE OF CONTROLS - SHEET 2 OF 2M-205

PIPING SECTIONS AND DETAILSM-301

PIPING SECTIONS AND DETAILSM-302

PIPING SECTIONS AND DETAILSM-303

M-304 PIPING SECTIONS AND DETAILS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

ISOMETRIC DIAGRAM

MH110 PUMPHOUSE HVAC PLAN

MH510

MH610

MP110

MH610

HVAC DETAILS

HVAC SEQUENCE OF OPERATIONS AND SCHEDULES

PLUMBING PLAN

PLUMBING SCHEDULES

EG110 PUMPHOUSE GROUNDING PLAN

EG111 PRT GROUNDING PLAN

EG120 OFFLOAD GROUNDING PLAN (NO CANOPIES)

EG130 FILLSTAND GROUNDING PLAN (NO CANOPIES)

EG140 DROP TANK GROUNDING PLAN (NO CANOPY)

EG501 ELECTRICAL GROUNDING DETAILS

FA110 PUMPHOUSE FIRE ALARM PLAN

FA501 FIRE ALARM DETAILS

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B-100 SOIL BORING LOCATION PLAN

B-300 SOIL BORING LOGS - DRILL HOLES B-01 THROUGH B-03

B-301

B-302

B-303

B-304

B-305 SOIL BORING LOGS - INFILTRATION TEST HOLES I-01 THROUGH I-03

B-306 SOIL BORING LOGS - RESISTIVITY TEST HOLES R-01 THROUGH R-03

B-307 SOIL BORING LOGS - RESISTIVITY TEST HOLE R-04 - SOIL CLASSIFICATION CHART AND NOTES

B-308 PAGES FROM REPORT OF SOIL ANALYTICAL LABORATORY TESTING - SHEET 1 OF 3

B-309 PAGES FROM REPORT OF SOIL ANALYTICAL LABORATORY TESTING - SHEET 2 OF 3

B-310 PAGES FROM REPORT OF SOIL ANALYTICAL LABORATORY TESTING - SHEET 3 OF 3

SOIL BORING LOGS - DRILL HOLES B-04 THROUGH B-06

SOIL BORING LOGS - DRILL HOLES B-07 THROUGH B-09

SOIL BORING LOGS - DRILL HOLES B-10 THROUGH B-12

SOIL BORING LOGS - DRILL HOLES B-13 & B-14

G-006

GI101 CONTRACTOR STAGING AREA & ACCESS HAUL ROUTE

CU103 CIVIL UTILITY PLAN - AREA 3

CU201 DOMESTIC WATER SERVICE PROFILE STA 0+00 TO 1+86

CU203

WATER SUPPLY/RETURN FOR EEWS PROFILE STA 0+00 TO 0+81

CU501 WATER LINE DETAILS

CU502 SANITARY SEWER DETAILS

CU503 PIPE BEDDING DETAILS

SB309 MISCELLANEOUS DETAILS

A-121 FILLSTAND CANOPIES - FLOOR, ROOF, REFLECTED CEILING PLANS - BID OPTION

A-122 TYPICAL FILLSTAND CANOPY ELEVATIONS - BID OPTION

A-123 FILLSTAND CANOPIES - COMPOSITE FLOOR PLANS - BID OPTION

A-124 FILLSTAND CANOPIES - REFLECTED CEILING PLANS - BID OPTION

A-125 FILLSTAND CANOPIES - ROOF PLAN - BID OPTION

A-126 FILLSTAND CANOPY ELEVATIONS - BID OPTION

MH511 PLUMBING DETAILS

CG203 GRADING & DRAINAGE PROFILES - STORM WATER DRAIN LINES

MS101

MS102

PHASING PLAN - PHASE 1 - SHEET 1 OF 2

PHASING PLAN - PHASE 1 - SHEET 2 OF 2

CU202

DROP TANK VAULT FORCE MAIN PROFILE STA 0+00 TO 1+25

MS204 PIPING PROFILES

MS205 PIPING PROFILES

MS206 PIPING PROFILES

MS207 PIPING PROFILES

MS208 PIPING PROFILES

MS209 PIPING PROFILES

MS210 PIPING PROFILES

MS211 PIPING PROFILES

MS212 PIPING PROFILES

MS213 PIPING PROFILES

MS214 PIPING PROFILES

MS215 PIPING PROFILES

MS216 PIPING PROFILES

MS217 PIPING PROFILES

MS218 PIPING PROFILES

MS219 PIPING PROFILES

MS220 PIPING PROFILES

SHEET ID. SHEET ID.

CONSTRUCTION PHASING PLANGC100

REFUELING PARKING AREA STRIPING PLAN - BID OPTIONCP401

GOV PARKING AREA STRIPING PLAN - BID OPTIONCP402

CU204

CU205

SANITARY SEWER PROFILE STA 0+00 TO 0+80

FIRE HYDRANT LATERAL PROFILE STA 0+00 TO 1+09

MS508 WASTEWATER TANK SECTIONS AND DETAILS

FILLSTAND CANOPY FOUNDATION PLAN - BID OPTIONSB105

A-510 ROOF EDGE DETAILS

MH510 PLUMBING DETAILS

EG121 OFFLOAD GROUNDING PLAN (WITH CANOPIES)

EG131 FILLSTAND GROUNDING PLAN (WITH CANOPIES)

EG132 FILLSTAND GROUNDING PLAN (WITH SINGLE CANOPY)

EG141 DROP TANK GROUNDING PLAN (WITH CANOPY)

INDEX OF DRAWINGS (CONTINUED)

EL110 PUMPHOUSE LIGHTING PLAN

EL120 OFFLOAD CANOPY LIGHTING PLAN NO CANOPIES

EL121 OFFLOAD CANOPY LIGHTING PLAN WITH CANOPIES

EL131 FILLSTAND LIGHTING PLAN WITH CANOPIES

EL141 DROP TANK LIGHTING PLAN WITH CANOPY

EL502 LIGHTING FIXTURE DETAILS

EL130 FILLSTAND LIGHTING PLAN NO CANOPIES

EL132 FILLSTAND LIGHTING PLAN WITH SINGLE CANOPY

EL140 DROP TANK LIGHTING PLAN NO CANOPY

EL501 LIGHTING FIXTURE DETAILS

LIGHTING FIXTURE SCHEDULEEL601

EI501 PUMP CONTROL PANEL ELEVATION

EI502 GRAPHIC DISPLAY (SHEET 1 OF 2)

EI503 GRAPHIC DISPLAY (SHEET 2 OF 2)

EI504 TERMINAL BLOCK CONNECTIONS (FOR FIELD DEVICES) SHEET 1

EI505 TERMINAL BLOCK CONNECTIONS (FOR FIELD DEVICES) SHEET 2

EI506 TERMINAL BLOCK CONNECTIONS (FOR FIELD DEVICES) SHEET 3

EI507 EPDS CONTROLS AT FCC

EI601 CONTROL SYSTEM DIAGRAMS

EI602 CONTROL SYSTEM I/O SHEET 1

EI603

EI604

EI605

EI606

EI607

CONTROL SYSTEM I/O SHEET 2

CONTROL SYSTEM I/O SHEET 3

CONTROL SYSTEM I/O SHEET 4

CONTROL SYSTEM I/O SHEET 5

CONTROL SYSTEM I/O SHEET 6

EC100

ES501

ES502

OVERALL CATHODIC PROTECTION PLAN

CATHODIC PROTECTION DETAILS SHEET 1

CATHODIC PROTECTION DETAILS SHEET 2

ES503 CATHODIC PROTECTION DETAILS SHEET 3

FINAL EROSION CONTROL PLANCE102

CS402A ENLARGED CIVIL SITE PLAN - FILLSTAND AREA 1 OF 2 - BID OPTION CLIN 0012

CS403A ENLARGED CIVIL SITE PLAN - FILLSTAND AREA 2 OF 2 - BID OPTION CLIN 0012

A-702 PUMPHOUSE - WINDOW AND LOUVER DETAILS

CP101B PAVING PLAN - JOINT LAYOUT - AREA 1 - BID OPTION

CP101C PAVING PLAN - SPOT ELEVATIONS - AREA 1 - BID OPTION

CP103B PAVING PLAN - JOINT LAYOUT - AREA 3 - BID OPTION

CP103C PAVING PLAN - SPOT ELEVATIONS - AREA 3 - BID OPTION

M-110A PUMPHOUSE PIPING PLAN BID OPTION

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MATCH LINE - AREA 3

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C

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N

RESPONSIBLE FOR REPAIR

IS RESPONSIBLE FOR REPAIRING/REPLACING ANY DAMAGED WELLS.

9. EXISTING MONITORING WELLS TO REMAIN & BE PROTECTED. THE CONTRACTOR

NEW CONSTRUCTION.

ASBESTOS COATED; REMOVAL IS ONLY REQUIRED WHERE CONFLICTING WITH

8. ABANDONED FUEL, WATER, & SANITARY SEWER LINES ARE KNOWN TO BE

SOURCE CONNECTION AS DEAD LEGS ARE NOT ALLOWED.

7. UTILITY LINES TO BE ABANDONED MUST BE CAPPED/TERMINATED AT THE

NECESSARY WHERE EXISTING PAVEMENT IS TO REMAIN.

6. REMOVAL ALL CURBING TO NEAREST JOINT LINE. REPLACE CURBING AS

WITH 3 FEET OF CONCRETE.

5. FOR STORMWATER UTILITY ABANDONMENT; PLUG ENDS OF PIPING & STRUCTURES

REMOVALS OCCURRED AND TESTED IN ACCORDANCE WITH SPEC 33 56 19.

WITH HDPE BOOTS. CONTRACTOR SHALL REPAIR & REPLACE HDPE LINER WHERE

WITHIN TANK CONTAINMENT AREAS SHALL BE COMPLETELY REMOVED ALONG

REMOVED WITH THE CONCRETE PIERS TO REMAIN. BID OPTION: PIPE SUPPORTS

REMOVED. BASIC BID: PIPE SUPPORTS WITHIN DIKED CONTAINMENT SHALL BE

4. ALL PIPE SUPPORTS OUTSIDE DIKED CONTAINMENT SHALL BE COMPLETELY

DEMOLITION.

3. FOR ADDITIONAL DEMOLITION REQUIREMENTS SEE SPECIFICATION 02 41 00

2. FOR PHASING REQUIREMENTS SEE SHEETS GC100, MD100, & MS100.

1. REFER TO SHEET MD101 FOR FUEL PIPING DEMOLITION AND ABANDONMENT.

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL DEMOLITION NOTES:

DEMOLITION PLAN LEGEND:

ASPHALT PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

UTILITY REMOVAL

CURBING REMOVAL

R -11

R -11

R -11

R -11

CO

CO

1 2

3 4

5 6

7 8

25422

B 706

93.99

25423

93.90

25424

93.46

25425

B 706A

94.37

25426

706A

93.20

25427

E 706

92.97

25428

706A

92.54

25429

706A

91.68

25430

B 706

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BLOCK

COLUMN

BLOCK

COLUMN

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B A

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CP

CP

CP

BLOCK COLUMN

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CP

CP

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CP CP CP

BUILDING

# 3405

BUILDING

# 3402

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M P

H R

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S T R E E T

NECESSARY

AND REMOVE AS

ABANDON 15" RCP

CURBING

REMOVE TYPE "H"

& RELOCATED AFTER GRADING

LIGHTPOLE TO BE REMOVED

INLET #9

CURB

REMOVE

"P" CURBING

REMOVE TYPE

& RELOCATED AFTER GRADING

LIGHTPOLE TO BE REMOVED

TO REMAIN

CONCRETE PAVEMENT

TRENCH DRAIN &

& PAD TO REMAIN

TYPE "M" CURBING

15" RCP

REMOVE

10" CS

REMOVE

SILL TO REMAIN

FENCE W/ CONCRETE

AFTER GRADING

REMOVE & RELOCATED

LIGHTPOLE TO BE

TO REMAIN

MANHOLE #8

TO REMAIN

15" RCP

REMAIN

PIPING TO

REMAIN

CURBING TO

TYPE "K"

REMAIN

CURBING TO

TYPE "O"

PAVEMENT &

PAD & DIESEL TANK

REMOVE CONCRETE

BID OPTION - CLIN 0019

AND CONCRETE PAD

REMOVE GENERATOR

BID OPTION - CLIN 0019

ALL PADS & FOUNDATIONS

BOLLARDS, DRAINS AND

& APPURTENANCES, PIPING,

ASSOCIATED EQUIPMENT

REMOVE PUMPHOUSE,

BID OPTION - CLIN 0019

TO REMAIN

SIDEWALK

CONCRETE

EYEWASH / SHOWER

REMOVE EMERGENCY

UNGD UTILITY

REMOVE UNKNOWN

BID OPTION - CLIN 0019

AND PIPE SUPPORTS

PIPING TO AND FROM ASTS

REMOVE ALL ABOVEGROUND

CURBING TO REMAIN

"D" CURBING

REMOVE TYPE

EXISTING JOINTS FOR REMOVAL

SAWCUT PAVEMENT ALONG

"J" CURBING

TYPE

REMOVE

PAVEMENT

ASPHALT

REMOVE

TO REMAIN

SIDEWALK

CONCRETE

REMAIN

PIPING TO

WELL &

MONITOR

TO REMAIN

CONCRETE PAVEMENT

90° ELBOW

UPSTREAM OF

PIPING TO REMAIN

REMOVED

OF 90° ELBOW TO BE

PIPING DOWNSTREAM

BOX & ASSOC. CONCRETE

& FLOW CONTROL VALVE

KNIFE GATE VALVE BOX,

REMOVE LINE SUMP,

TO REMAIN

GATE VALVES

PAVEMENT

ASPHALT

SAWCUT

TO REMAIN

48" CMP

COMPLETELY

REMOVE FUEL PIPING

BID OPTION - CLIN 0021

ABANDON FUEL PIPING

BASE BID -

TO REMAIN;

PAVEMENT

CONCRETE

INLET #7

REMOVE CURB

AFTER GRADING

RELOCATED

REMOVED &

LIGHTPOLE TO BE

BENEATH PAVEMENT

TO BE ABANDONED

TO REMAIN; PIPELINES

ASPHALT PAVEMENT

IF ENCOUNTERED

REMOVE COMPLETELY

COATED FUEL PIPELINE;

ABANDONED ASBESTOS

BE ABANDONED

WATER LINE TO

AT MAIN

CAP WATER LINE

BEING REMOVED

BENEATH ASPHALT

REMOVE WATER LINE

BID OPTION - CLIN 0021

TO REMAIN

TRANSFORMER

ELECTRICAL

REMOVE UNGD

ISLANDS

REMOVE PIPING AND CONCRETE

BID OPTION - CLIN 0021

ISLANDS ABANDON PIPING

AND APPURTENANCES FROM

REMOVE ALL EQUIPMENT

BASE BID -

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ISSUED FOR CONSTRUCTION

MATCH LINE - AREA 1

M A

T C

H L

IN

E A

R E

A

MATCH LINE - AREA 5

MW

C

MW

E

E

MW

MW

N

RESPONSIBLE FOR REPAIR

IS RESPONSIBLE FOR REPAIRING/REPLACING ANY DAMAGED WELLS.

9. EXISTING MONITORING WELLS TO REMAIN & BE PROTECTED. THE CONTRACTOR

NEW CONSTRUCTION.

ASBESTOS COATED; REMOVAL IS ONLY REQUIRED WHERE CONFLICTING WITH

8. ABANDONED FUEL, WATER, & SANITARY SEWER LINES ARE KNOWN TO BE

SOURCE CONNECTION AS DEAD LEGS ARE NOT ALLOWED.

7. UTILITY LINES TO BE ABANDONED MUST BE CAPPED/TERMINATED AT THE

NECESSARY WHERE EXISTING PAVEMENT IS TO REMAIN.

6. REMOVAL ALL CURBING TO NEAREST JOINT LINE. REPLACE CURBING AS

WITH 3 FEET OF CONCRETE.

5. FOR STORMWATER UTILITY ABANDONMENT; PLUG ENDS OF PIPING & STRUCTURES

REMOVALS OCCURRED AND TESTED IN ACCORDANCE WITH SPEC 33 56 19.

WITH HDPE BOOTS. CONTRACTOR SHALL REPAIR & REPLACE HDPE LINER WHERE

WITHIN TANK CONTAINMENT AREAS SHALL BE COMPLETELY REMOVED ALONG

REMOVED WITH THE CONCRETE PIERS TO REMAIN. BID OPTION: PIPE SUPPORTS

REMOVED. BASIC BID: PIPE SUPPORTS WITHIN DIKED CONTAINMENT SHALL BE

4. ALL PIPE SUPPORTS OUTSIDE DIKED CONTAINMENT SHALL BE COMPLETELY

DEMOLITION.

3. FOR ADDITIONAL DEMOLITION REQUIREMENTS SEE SPECIFICATION 02 41 00

2. FOR PHASING REQUIREMENTS SEE SHEETS GC100, MD100, & MS100.

1. REFER TO SHEET MD101 FOR FUEL PIPING DEMOLITION AND ABANDONMENT.

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL DEMOLITION NOTES:

DEMOLITION PLAN LEGEND:

ASPHALT PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

UTILITY REMOVAL

CURBING REMOVAL

R -11

R -11

R -11

R -11

CO

CO

1 2

3 4

5 6

7 8

CP

CP

CP

CP

CP

CP

CP

C

O N

D U

IT

S

BUSHES

1 CONDUIT

J A

B A

E N

U E

B R

O O

K S

S T

MW

S

E

MW

"H" CURBING

REMOVE TYPE

GRADING

RELOCATED AFTER

REMOVED &

LIGHTPOLE TO BE

PAVEMENT

SAWCUT

VERITCAL15" RCP

REMOVE

10" CS

REMOVE

18" DIP

REMOVE

INLET #22

CURB

REMOVE

"L" CURBING

REMOVE TYPE

PIPING

ALL ASSOCIATED

STRUCTURE AND

CONTAINMENT

REMOVE

ASSOCIATED APPURTENANCES

STORAGE TANKS, AND

PIPING TO THE ABOVEGROUND

REMOVE ALL ABOVEGROUND

TO REMAIN

CURB INLET

ASPHALT EDGE

SAWCUT ALONG

BID OPTION - CLIN 0020

PAD

& CONCRETE

REMOVE ESEW

"F" CURBING

REMOVE TYPE

TO REMAIN

BLDG #3426

PAVEMENT

ASPHALT

SAW CUT

VERTICAL

PAVEMENT

ASPHALT

SAW CUT

VERTICAL

"P" CURBING

REMOVE TYPE

INLET #25

REMOVE DROP

UNGD UTILTIES

REMOVE UNKNOWN

INLET #33

REMOVE DROP

"P" CURBING

REMOVE TYPE

INLET #34

REMOVE DROP

FULL EXTENT

UNGD UTILITY TO

REMOVE UNKNOWN

TO FULL EXTENT

UNGD UTILITY

UNKNOWN

REMOVE

AND APPURTENANCES

ASSOCIATED PADS

SEPARATOR & ALL

REMOVE OIL/WATER

& LINES TO REMAIN

ELECTRICAL PANELS

REMOVE CONCRETE PAD

BID OPTION - CLIN 0020

"B" CURBING

REMOVE TYPE

BID OPTION - CLIN 0020

REMOVE 8" DIP

REMOVE JB #18

REMOVE JB #21

TO REMAIN

MANHOLE

12" RCP

REMOVE

12" RCP

REMOVE

12" RCP

REMOVE

REMOVE 6" PVC REMOVE 6" PVC

REMOVE 6" PVC

6" PVC TO REMAIN

TO REMAIN

8" DIP

"P" CURBING

REMOVE TYPE

REMAIN

WELL TO

MONITORING

MONITOR

WELL

FULL EXTENT

UNGD UTILITY TO

REMOVE UNKNOWN

POLE #0794

REMOVE LIGHT

8" DIP

REMOVE

TO REMAIN

DI #20

ASSOCIATED EQUIPMENT

WATER TANKS (2), PADS, &

REMOVE CONTAMINATED

BID OPTION - CLIN 0019

UNDERGROUND FUEL LINES

AS NECESSARY TO INSTALL

REMOVE ASPHALT PAVEMENT

UNDERGROUND FUEL LINES

AS NECESSARY TO INSTALL

REMOVE ASPHALT PAVEMENT

AT 2' OFFSET TO BUILDING

PAVEMENT & CURBING

TO REMAIN; SAWCUT

PAVEMENT BENEATH BUILDING

THE GOVT.

TURNED OVER TO

TO BE REMOVED &

BASKETBALL HOOP

FOR NEW CONSTRUCTION

REMOVE AS REQUIRED

COATED FUEL PIPELINE;

ABANDONED ASBESTOS

REMOVE CLEANOUT

TO REMAIN

MONITORING WELL

INLET TO REMAIN

ELECTRICAL EQUIP

RELOCATE REMAINING

& CATHODIC PROT.;

REMOVE LIGHTPOLE

ELECTRICAL

REMOVE UNGD

ELECTRICAL

REMOVE UNGD

ELECTRICAL

REMOVE UNGD

ELECTRICAL

REMOVE UNGD

TO REMAIN

ELETRICAL

REMOVE POLE

POWER LINE

REMOVE OVERHEAD

TO MAIN

& CAPPED AT CONNECTION

WATER TO BE ABANDONED

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2 1

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-0

ISSUED FOR CONSTRUCTION

M A

T C

H L

IN

E A

R E

A

MATCH LINE - AREA 2

MATCH LINE - AREA 6

MW

C

MW

E

E

MW

MW

N

RESPONSIBLE FOR REPAIR

IS RESPONSIBLE FOR REPAIRING/REPLACING ANY DAMAGED WELLS.

9. EXISTING MONITORING WELLS TO REMAIN & BE PROTECTED. THE CONTRACTOR

NEW CONSTRUCTION.

ASBESTOS COATED; REMOVAL IS ONLY REQUIRED WHERE CONFLICTING WITH

8. ABANDONED FUEL, WATER, & SANITARY SEWER LINES ARE KNOWN TO BE

SOURCE CONNECTION AS DEAD LEGS ARE NOT ALLOWED.

7. UTILITY LINES TO BE ABANDONED MUST BE CAPPED/TERMINATED AT THE

NECESSARY WHERE EXISTING PAVEMENT IS TO REMAIN.

6. REMOVAL ALL CURBING TO NEAREST JOINT LINE. REPLACE CURBING AS

WITH 3 FEET OF CONCRETE.

5. FOR STORMWATER UTILITY ABANDONMENT; PLUG ENDS OF PIPING & STRUCTURES

REMOVALS OCCURRED AND TESTED IN ACCORDANCE WITH SPEC 33 56 19.

WITH HDPE BOOTS. CONTRACTOR SHALL REPAIR & REPLACE HDPE LINER WHERE

WITHIN TANK CONTAINMENT AREAS SHALL BE COMPLETELY REMOVED ALONG

REMOVED WITH THE CONCRETE PIERS TO REMAIN. BID OPTION: PIPE SUPPORTS

REMOVED. BASIC BID: PIPE SUPPORTS WITHIN DIKED CONTAINMENT SHALL BE

4. ALL PIPE SUPPORTS OUTSIDE DIKED CONTAINMENT SHALL BE COMPLETELY

DEMOLITION.

3. FOR ADDITIONAL DEMOLITION REQUIREMENTS SEE SPECIFICATION 02 41 00

2. FOR PHASING REQUIREMENTS SEE SHEETS GC100, MD100, & MS100.

1. REFER TO SHEET MD101 FOR FUEL PIPING DEMOLITION AND ABANDONMENT.

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL DEMOLITION NOTES:

DEMOLITION PLAN LEGEND:

ASPHALT PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

UTILITY REMOVAL

CURBING REMOVAL

R -11

R -11

R -11

R -11

CO

CO

1 2

3 4

5 6

7 8

CP

#10206

JET-A

20,000 BBL

STORAGE TANK 2

BULK FUEL

#10104

JET-A

10,000 BBL

STORAGE TANK 1

BULK FUEL

#10209

JET-A

10,000 BBL

STORAGE TANK 4

BULK FUEL

#10227

20,000 BBL JET-A

STORAGE TANK 5

BULK FUEL

#10208

JET-A

20,000 BBL

STORAGE TANK 3

BULK FUEL

COVERED BOX

UNKNOWN MEMBRANE

H U

M P

H R E Y

S T

W

W

W

W

(A S P

H A

LT

H U

M P

H R

Y

S T R E E T

ASSOCIATED APPURTENANCES

STORAGE TANKS AND

PIPING TO THE ABOVEGROUND

REMOVE ALL ABOVEGROUND

ASSOCIATED APPURTENANCES

STORAGE TANKS, AND

PIPING TO THE ABOVEGROUND

REMOVE ALL ABOVEGROUND

SYSTEM

WATER DRAW-OFF

REMOVE TANK

SYSTEM

WATER DRAW-OFF

REMOVE TANK

SYSTEM

WATER DRAW-OFF

REMOVE TANK

BACK TO MAIN

ABANDON PIPING

EYEWASH AND

REMOVE EMERGENCY

BID OPTION - CLIN 0021ASPHALT EDGE

SAWCUT ALONG

BID OPTION - CLIN 0020

BOLLARDS

REMOVE (2)

BID OPTION - CLIN 0020

APPURTENANCES

TANKS, AND ASSOCIATED

TO THE ABOVEGROUND STORAGE

REMOVE ALL ABOVEGROUND PIPING

MS508

DIKE PENETRATION SHOWN ON

NECESSARY TO INSTALL NEW

CONCRETE, AND LINER AS

REMOVE CONTAINMENT DIKE,

MS508

DIKE PENETRATION SHOWN ON

NECESSARY TO INSTALL NEW

CONCRETE, AND LINER AS

REMOVE CONTAINMENT DIKE,

MS508

DIKE PENETRATION SHOWN ON

NECESSARY TO INSTALL NEW

CONCRETE, AND LINER AS

REMOVE CONTAINMENT DIKE,

APPURTENANCES

STAIRS & ALL ASSOCIATED

REMOVE CROSSOVER

SYSTEM

WATER DRAW-OFF

REMOVE TANK

WALL

CONTAINMENT

REMOVE

CLIN 0020

BID OPTION-

TO REMAIN

INLET #42

WALL

CONTAINMENT

REMOVE

BID OPTION - CLIN 0020

SYSTEM

WATER DRAW-OFF

REMOVE TANK

LINER (TYP.)

BOOTS AND PATCH EXISTING

CONCRETE PIERS, AND HDPE

REMOVE PIPE SUPPORTS,

BID OPTION - CLIN 0009

LINER (TYP.)

BOOTS AND PATCH EXISTING

CONCRETE PIERS, AND HDPE

REMOVE PIPE SUPPORTS,

BID OPTION - CLIN 0009

LINER (TYP.)

BOOTS AND PATCH EXISTING

CONCRETE PIERS, AND HDPE

REMOVE PIPE SUPPORTS,

BID OPTION - CLIN 0009;

POWER LINE

REMOVE OVERHEAD

MS508

DIKE PENETRATION SHOWN ON

NECESSARY TO INSTALL NEW

CONCRETE, AND LINER AS

REMOVE CONTAINMENT DIKE,

ABANDON WATER LINE

BID OPTION - CLIN 0021

LINER (TYP.)

BOOTS AND PATCH EXISTING

CONCRETE PIERS, AND HDPE

REMOVE PIPE SUPPORTS,

BID OPTION - CLIN 0009;

8" DIP, & VALVE

REMOVE INLET #41,

BID OPTION - CLIN 0020

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-9

-0

ISSUED FOR CONSTRUCTION

MATCH LINE - AREA 4

M A

T C

H L

IN

E A

R E

A

MATCH LINE - AREA 8

MW

C

MW

E

E

MW

MW

N

RESPONSIBLE FOR REPAIR

IS RESPONSIBLE FOR REPAIRING/REPLACING ANY DAMAGED WELLS.

9. EXISTING MONITORING WELLS TO REMAIN & BE PROTECTED. THE CONTRACTOR

NEW CONSTRUCTION.

ASBESTOS COATED; REMOVAL IS ONLY REQUIRED WHERE CONFLICTING WITH

8. ABANDONED FUEL, WATER, & SANITARY SEWER LINES ARE KNOWN TO BE

SOURCE CONNECTION AS DEAD LEGS ARE NOT ALLOWED.

7. UTILITY LINES TO BE ABANDONED MUST BE CAPPED/TERMINATED AT THE

NECESSARY WHERE EXISTING PAVEMENT IS TO REMAIN.

6. REMOVAL ALL CURBING TO NEAREST JOINT LINE. REPLACE CURBING AS

WITH 3 FEET OF CONCRETE.

5. FOR STORMWATER UTILITY ABANDONMENT; PLUG ENDS OF PIPING & STRUCTURES

REMOVALS OCCURRED AND TESTED IN ACCORDANCE WITH SPEC 33 56 19.

WITH HDPE BOOTS. CONTRACTOR SHALL REPAIR & REPLACE HDPE LINER WHERE

WITHIN TANK CONTAINMENT AREAS SHALL BE COMPLETELY REMOVED ALONG

REMOVED WITH THE CONCRETE PIERS TO REMAIN. BID OPTION: PIPE SUPPORTS

REMOVED. BASIC BID: PIPE SUPPORTS WITHIN DIKED CONTAINMENT SHALL BE

4. ALL PIPE SUPPORTS OUTSIDE DIKED CONTAINMENT SHALL BE COMPLETELY

DEMOLITION.

3. FOR ADDITIONAL DEMOLITION REQUIREMENTS SEE SPECIFICATION 02 41 00

2. FOR PHASING REQUIREMENTS SEE SHEETS GC100, MD100, & MS100.

1. REFER TO SHEET MD101 FOR FUEL PIPING DEMOLITION AND ABANDONMENT.

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL DEMOLITION NOTES:

DEMOLITION PLAN LEGEND:

ASPHALT PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

UTILITY REMOVAL

CURBING REMOVAL

R -11

R -11

R -11

R -11

CO

CO

1 2

3 4

5 6

7 8

C M P

R C P

D

IP

IN

V .9

DI #43

TOP=91.07

VALVE BOX

SHUT OFF

(A B

A N

D O

N E D

TA

N

K

G

S

TO

R A

P

V E

M E N T

C

U T

PAVEMENT

CUT

P A

V E

M E N T

U T

R E

T A

IN

W

L L

CONC. CUT OUT

C O

N C

C U T

O

U T

C O

N C

C U T

CONC. CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

C O

N C

C U T

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

CONC.

CUT

M E T A L

F E N

C E

TRENCH DRAIN

TRENCH DRAIN

IR

O N

F E N

C E

IR

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F E N

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BLOCK COLUMN

8' IRON FENCE

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P A

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METAL STAIRS

ASPHALT

UNKNOWN MANHOLE

(BOLTED DOWN)

UNKNOWN MANHOLE

(BOLTED DOWN)

PP W/LT

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PP #0797

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LP

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PP W/LT

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C N T R L P

N T

C N T R L P

N T

25001

CHECK BFSA-3

95.72

25742

CHECK 25001

95.69

C N T R L P

N T

S

STMH

#53

S

S

TM

H

MWMW

MWMW

S O

IL

B

O R E

TE

S T

H O L E

B

C O

N C . S

W

SOIL BORE

B-13

RETAINING MEDIAN

CURB TYPE "N"

SEE CURB DETAIL SHEET 7

RETAINING MEDIAN CURB TYPE "N"

SEE CURB DETAIL SHEET 7

BUSH

BUSH

CMS BFSA-3

& CURBING

REMOVE SIDEWALK

BID OPTION - CLIN 0022

PADS & (2) BOLLARDS

REMOVE CONCRETE

BID OPTION - 0020

APPURTENANCES

AND ALL ASSOCIATED

TANKS, EQUIPMENT, PADS,

JP-8 + 100 (F-37) ABOVEGROUND STORAGE

REMOVE 2 - 12,000 GAL. ABANDONED

BID OPTION - CLIN 0020

TREE TO REMAIN

N 583,383.77

E 2,307,278.52

N 583,339.24

E 2,307,238.47

REMOVE CURBING

BID OPTION - CLIN 0020

CAP WATER LINE

BID OPTION - CLIN 0021

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U .S

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S E

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A

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T

-9

-0

ISSUED FOR CONSTRUCTION

MATCH LINE - AREA 6

M A

T C

H L

IN

E A

R E

A

MW

C

MW

E

E

MW

MW

N

RESPONSIBLE FOR REPAIR

IS RESPONSIBLE FOR REPAIRING/REPLACING ANY DAMAGED WELLS.

9. EXISTING MONITORING WELLS TO REMAIN & BE PROTECTED. THE CONTRACTOR

NEW CONSTRUCTION.

ASBESTOS COATED; REMOVAL IS ONLY REQUIRED WHERE CONFLICTING WITH

8. ABANDONED FUEL, WATER, & SANITARY SEWER LINES ARE KNOWN TO BE

SOURCE CONNECTION AS DEAD LEGS ARE NOT ALLOWED.

7. UTILITY LINES TO BE ABANDONED MUST BE CAPPED/TERMINATED AT THE

NECESSARY WHERE EXISTING PAVEMENT IS TO REMAIN.

6. REMOVAL ALL CURBING TO NEAREST JOINT LINE. REPLACE CURBING AS

WITH 3 FEET OF CONCRETE.

5. FOR STORMWATER UTILITY ABANDONMENT; PLUG ENDS OF PIPING & STRUCTURES

REMOVALS OCCURRED AND TESTED IN ACCORDANCE WITH SPEC 33 56 19.

WITH HDPE BOOTS. CONTRACTOR SHALL REPAIR & REPLACE HDPE LINER WHERE

WITHIN TANK CONTAINMENT AREAS SHALL BE COMPLETELY REMOVED ALONG

REMOVED WITH THE CONCRETE PIERS TO REMAIN. BID OPTION: PIPE SUPPORTS

REMOVED. BASIC BID: PIPE SUPPORTS WITHIN DIKED CONTAINMENT SHALL BE

4. ALL PIPE SUPPORTS OUTSIDE DIKED CONTAINMENT SHALL BE COMPLETELY

DEMOLITION.

3. FOR ADDITIONAL DEMOLITION REQUIREMENTS SEE SPECIFICATION 02 41 00

2. FOR PHASING REQUIREMENTS SEE SHEETS GC100, MD100, & MS100.

1. REFER TO SHEET MD101 FOR FUEL PIPING DEMOLITION AND ABANDONMENT.

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL DEMOLITION NOTES:

DEMOLITION PLAN LEGEND:

ASPHALT PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

UTILITY REMOVAL

CURBING REMOVAL

R -11

R -11

R -11

R -11

CO

CO

1 2

3 4

5 6

7 8

D

IP

R C P

R C P

E N F

D

IP

D

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A P P R

O X

R C P

M E T A L

G

A T E

B L O

C K

C

O L U

M N

C M

C

LU

S

TE

R

(3

B O L L A

R D S

U/G JB

JA

B

A R

A

A

V E N

U E

LO

C

C O

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ASPHALT

LP

25000

CHECK BFSA-4

86.78

S S

TM

H

S STMH #56

STMH #57

FENCE

8' IRON

CMS BFSA-4

# 4418

BUILDING

# 4500

BUILDING

B U

IL

D

IN

G

AT MAIN CONNECTION

CAP WATER LINE

BID OPTION - CLIN 0021

EYE WASH STATION

REMOVE EMERGENCY

BID OPTION - CLIN 0021

CAP AT BOTH ENDS

ABANDON WATERLINE;

BID OPTION - CLIN 0021

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U .S

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E N

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S E

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A R

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IN

A

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A N

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-9

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ISSUED FOR CONSTRUCTION

CO

RECEIVING

BLOCK

COLUMN

C O

N C

R A

M P

SHRUBS

W/

BORDER

LANDSCAPE

GENERATOR

CONC. PAD

BLOCK

COLUMN

C M

C

LU

S T E R

C M

C

LU

S T E R

J A

B A

E N

U E

E

BLOCK COLUMN

MW

C

TV

PED

BUILDING

# 3405

BUILDING

# 3402

U G

W

W

W

(A S P

H A

LT

H U

M P

H R

Y

S T R E E T

PAVEMENT

CONCRETE

PAVEMENT

CONCRETE

PAVEMENT

CONCRETE

FLUME

DRAINAGE

PAVEMENT

CONCRETE

RAMPS

CONCRETE

RAMPS

CONCRETE

CURBING

CONCRETE

O F F

L O

A D H

A R

D S

T A

N D

O F F

L O

A D H

A R

D S

T A

N D

O F F

L O

A D H

A R

D S

T A

N D

BASIN #1

CONTAINMENT

REMOTE

SEE GC100 NOTE 3.

PAVEMENT TRANSITION JOINT

N 584,055.69

E 2,306,801.28

N 583,992.92

E 2,306,804.80

N 583,993.06

E 2,306,896.44

N 583,911.18

E 2,306,901.03

N 584,030.04

E 2,306,924.23

N 584,020.44

E 2,306,922.77

N 584,035.64

E 2,307,043.11

N 584,026.19

E 2,307,044.42

N 583,951.45

E 2,307,048.35

N 583,941.46

E 2,307,048.52N 583,936.63

E 2,306,931.16

N 583,936.47

E 2,306,927.46

N 583,899.69

E 2,306,933.24

N 583,851.20

E 2,306,989.18

N 583,861.46

E 2,306,818.19

N 583,901.40

E 2,306,815.95

N 583,935.52

E 2,306,910.68

R .4

R .4

N 584,043.27

E 2,306,904.64

N 584,044.21

E 2,306,921.44

N 584,130.41

E 2,306,940.22

N 583,994.64

E 2,306,924.26

N 583,956.47

E 2,306,926.57

N 583,922.09

E 2,307,060.45

N 583,921.74

E 2,307,054.13

N 583,926.45

E 2,307,048.86

R20 .5'

R 5'

CS401

A1

C P

F

CG502

A1

C P

F

CLIN 0018

INCLUDED IN BID OPTION -

INTEGRAL CURB (TYP.)

CLIN 0018

INCLUDED IN BID OPTION -

INTEGRAL CURB (TYP.)

OPTION - CLIN 0018

INCLUDED IN BID

5' CURB TAPER

OPTION - CLIN 0018

INCLUDED IN BID

5' CURB TAPER

N 584,057.40

E 2,306,830.23

N 583,994.52

E 2,306,833.26

N 583,902.66

E 2,306,838.41

N 583,887.80

E 2,306,839.25

N 583,873.66

E 2,306,846.05

BID OPTION - CLIN 0018

CONCRETE PAVEMENT

B

ID

O

P T

IO

N C

L

IN

C O

N C

R E

T E P

A V

E M

E N

T

R2 0.5

CURB (TYP.)

INTEGRAL

BID OPTION - CLIN 0018

OFFLOAD HARDSTAND #4

WITH NEW CONCRETE PAVEMENT

ISLANDS (4) REMOVED AND REPLACED

BID OPTION CLIN 0021 - CONCRETE

ISLANDS TO REMAIN

BASIC BID - EXISTING CONCRETE

M A

T C

H L

IN

E A

R E

A

MATCH LINE - AREA 3

MW

C

MW

E

E

MW

MW

N

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL CIVIL SITE PLAN NOTES:

UNLESS OTHERWISE NOTED.

1. ALL DIMENSIONS, RADII, & COORDINATES SHOWN ARE TO THE BACK OF CURB

CO

CO

1 2

3 4

5 6

7 8

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M A

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G O

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O D

E

F

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E N

A M

E

A N

S I

D

W

H N -1

-R -3

S E

Y M

O U

R J

O H

N S

O N A

F B

N O

R T

H C

A R

O L

IN

A

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-9

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ISSUED FOR CONSTRUCTION

R -11

R -11

R -11

R -11

CO

CP

CP

CP

CP

CP

CP

CP

BUSHES

J A

B A

E N

U E

B R

O O

K S

S T

MW

E

MW

PAVEMENT

CONCRETE

PAVEMENT

CONCRETE

PAVEMENT

ASPHALT

BID OPTION - CLIN 0020

& GUTTER

2' CURB

BID OPTION - CLIN 0020

DROP TANK VAULT

CONCRETE PAD

WATER TANK &

CONTAMINATED

RELOCATED

PAD

CONCRETE

TANK &

RECOVERY

PRODUCT

PUMPSHELTER

SEE NOTE 2.

GENERATOR PAD

RECEIVE PAD

PIG LAUNCH/

TRANSFORMER PAD

AS NECESSARY

PATCHBACK

2' ASPHALT

BASIN #2

CONTAINMENT

REMOTE

N 583,850.24

E 2,306,988.57

N 583,816.08

E 2,307,044.60

N 583,752.79

E 2,307,020.44

N 583,691.44

E 2,307,076.12

N 583,789.10

E 2,306,855.31

N 583,745.16

E 2,306,857.77

N 583,720.23

E 2,306,907.25

N 583,703.26

E 2,306,908.20

N 583,746.51

E 2,307,013.10

N 583,512.50

E 2,307,085.86

N 583,514.38

E 2,307,083.76

N 583,517.34

E 2,307,079.70

N 583,551.80

E 2,306,893.83

N 583,573.02

E 2,306,881.88

N 583,590.87

E 2,306,877.62

N 583,626.21

E 2,306,890.16 N 583,622.33

E 2,307,008.74

N 583,697.16

E 2,307,004.54

4' WIDE SIDEWALK

CONTROL ROOM

N 583,585.61

E 2,307,073.83

N 583,562.95

E 2,307,174.10

R .5

16'

16'

16'

9.5'

.5

N 583,571.19

E 2,307,019.43

N 583,577.39

E 2,307,001.73

N 583,577.61

E 2,306,996.71

N 583,687.77

E 2,306,980.18

N 583,706.15

E 2,306,959.62 6'

SIDEWALK

N 583,724.06

E 2,306,948.60

N 583,722.84

E 2,306,953.67

N 583,732.86

E 2,306,962.63

N 583,760.12

E 2,306,997.87

N 583,773.57

E 2,306,991.39

N 583,767.49

E 2,306,960.68

N 583,774.04

E 2,306,957.53

N 583,823.77

E 2,306,901.88

N 583,842.61

E 2,306,848.06N 583,842.14

E 2,306,839.81

R9.

5'

R .5

R .5

N 583,697.86

E 2,307,067.53

N 583,691.30

E 2,307,074.12

N 583,695.01

E 2,307,070.72

BID OPTION - CLIN 0017

INTEGRAL CURB (TYP.)

TAPER

5' CURB

N 583,573.22

E 2,306,918.67

N 583,562.68

E 2,306,909.25

N 583,802.99

E 2,306,989.74

N 583,815.30

E 2,307,039.64

N 583,813.00

E 2,306,998.69

R .5

R 9.5'

R .5

CS402

A1

CS403

A1

REMOVAL

AS NECESSARY FOR PIPELINE

REPLACE ASPHALT PAVEMENT

REMOVAL

AS NECESSARY FOR PIPELINE

REPLACE ASPHALT PAVEMENT

BID OPTION - CLIN 0008

CANOPY OUTLINE

DROP TANK VAULT

5' CURB TAPER

R 4.5'

N 583,589.36

E 2,306,911.76

N 583,593.31

E 2,306,981.98

N 583,597.00

E 2,306,985.28

PAVEMENT EDGE

MATCH EXISTING

BID OPTION - CLIN 0020

N 583,754.01

E 2,306,946.92

N 583,753.06

E 2,306,929.94

N 583,722.43

E 2,306,919.64

N 583,784.13

E 2,306,894.65

N 583,747.35

E 2,306,896.71

BUILDING

STORAGE

EXISTING

N 583,552.70

E 2,306,909.81

N 583,578.15

E 2,306,881.49

N 583,618.32

E 2,306,876.08

N 583,699.07

E 2,306,960.02 N 583,696.21

E 2,306,909.10

N 583,619.20

E 2,306,964.50N 583,616.34

E 2,306,913.58

N 583,599.71

E 2,306,914.68

N 583,602.55

E 2,306,965.27

AS NECESSARY

PATCHBACK

2' ASPHALT

R .5

BID OPTION - CLIN 0018

CONCRETE PAVEMENT CURB (TYP.)

INTEGRAL

CLIN 0018

INCLUDED IN BID OPTION -

INTEGRAL CURB (TYP.)

BID OPTION - CLIN 0017

FILLSTAND #1

R19 .5'

R19 .5'

E 2,306,993.49

N 583,736.15

E 2,306,999.97

N 583,722.70

AS NECESSARY

PATCH BACK

2' ASPHALT

N 583,653.99

E 2,307,078.21

BID OPTION - CLIN 0017

INTEGRAL CURB (TYP.)

INTEGRAL CURB (TYP.)

BASIC BID

INTERGRAL CURB (TYP.)

BASIC BID

MATCH LINE - AREA 1

M A

T C

H L

IN

E A

R E

A

MATCH LINE - AREA 5

MW

C

MW

E

E

MW

MW

N

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL CIVIL SITE PLAN NOTES:

UNLESS OTHERWISE NOTED.

1. ALL DIMENSIONS, RADII, & COORDINATES SHOWN ARE TO THE BACK OF CURB

CO

CO

1 2

3 4

5 6

7 8

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ON SHEET CS502.

2' IN EACH DIRECTION FROM GENERATOR EXTERIOR. SEE TYPICAL PAD DETAIL F1

BE ADJUSTED ONCE GENERATOR IS APPROVED. GENERATOR PAD SHALL EXTEND

2. GENERATOR PAD DIMENSIONS SHOWN ARE APPROXIMATE. DIMENSIONS SHALL

L

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-9

-0

ISSUED FOR CONSTRUCTION

CP

#10206

JET-A

20,000 BBL

STORAGE TANK 2

BULK FUEL

#10104

JET-A

10,000 BBL

STORAGE TANK 1

BULK FUEL

#10209

JET-A

10,000 BBL

STORAGE TANK 4

BULK FUEL

#10227

20,000 BBL JET-A

STORAGE TANK 5

BULK FUEL

#10208

JET-A

20,000 BBL

STORAGE TANK 3

BULK FUEL

COVERED BOX

UNKNOWN MEMBRANESTEPS

STEPS

P A

V E

M E N T

C U T

P A

V E

M E N T

C U T

STEPS

STEPS

S

TE

P S

8' IRON FENCES

TE

P S

STEPS

STEPS

S T E P S

STEPS

STEPS

GRAVEL

GRAVEL

C O

N C

C O

N C

C O

N C

C O

N C

C O

N C

C O

N C

P A

V E

M E N T

C U T

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

GRAVEL

C O

N C

C O

N C

GRAVEL

GRAVEL

CONC

CONC

CONC

CONC

CONC

STEPS

H U

M P

H R E Y

S T

CONC UNDER FENCE

STEPS

W

W

W

W

(A S P

H A

LT

H U

M P

H R

Y

S T R E E T

PAVEMENT

ASPHALT

BID OPTION - CLIN 0020

& GUTTER

2' CURB

BID OPTION - CLIN 0020

N 583,476.47

E 2,307,277.31

ISSUE PENETRATION

CLIN 0025 INCLUDES 10" BULK

PENETRATION; BID OPTION -

ISSUE & 8" RECEIPT PIPING

BASIC BID INCLUDES 16"

DETAIL ON SHEET MS508;

DIKE PENETRATIONS PER

ISSUE PENETRATION

CLIN 0025 INCLUDES 10" BULK

PENETRATION; BID OPTION -

ISSUE & 8" RECEIPT PIPING

BASIC BID INCLUDES 16"

DETAIL ON SHEET MS508;

DIKE PENETRATIONS PER

ISSUE PENETRATION

CLIN 0025 INCLUDES 10" BULK

PENETRATION; BID OPTION -

ISSUE & 8" RECEIPT PIPING

BASIC BID INCLUDES 16"

DETAIL ON SHEET MS508;

DIKE PENETRATIONS PER

PAVEMENT EDGE

MATCH EXISTING

BID OPTION - CLIN 0020

SHEET MS508

PER DETAIL ON

DIKE PENETRATION

M A

T C

H L

IN

E A

R E

A

MATCH LINE - AREA 2

MATCH LINE - AREA 6

MW

C

MW

E

E

MW

MW

N

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL CIVIL SITE PLAN NOTES:

UNLESS OTHERWISE NOTED.

1. ALL DIMENSIONS, RADII, & COORDINATES SHOWN ARE TO THE BACK OF CURB

CO

CO

1 2

3 4

5 6

7 8

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US Army Corps

U .S

A R

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P S O

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M A

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C A

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G O

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F

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A N

S I

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H N -1

-R -3

S E

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O U

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O H

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F B

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ISSUED FOR CONSTRUCTION

BLOCK COLUMN

B

LO

C K

C O

LU

M N

CONC.

B R

O O

K S

S T

MW

MW

BUSH

BUSH

CMS BFSA-3

STAIRS

CONCRETE

& GUTTER

2' CURB

BID OPTION - CLIN 0020

FLUME

DRAINAGE

N 583,434.14

E 2,307,305.62

N 583,339.57

E 2,307,238.10

4' W

ID

E

S

ID

E W

A

LK

N 583,402.05

E 2,307,206.19

N 583,395.01

E 2,307,217.07

5'

S

ID

E W

A L K

PAVEMENT

CONCRETE

25'

.1

.9

N 583,393.70

E 2,307,253.19

N 583,384.11

E 2,307,278.15

N 583,363.13

E 2,307,225.87

R9.5'

R .5

INTEGRAL CURB (TYP.)

CLIN 0022

BE INCLUDED IN BID OPTION -

GOV PARKING & SIDEWALK TO

ALL WORK ASSOCIATED WITH

MATCH LINE - AREA 4

M A

T C

H L

IN

E A

R E

A

MATCH LINE - AREA 8

MW

C

MW

E

E

MW

MW

N

E9

KEY PLAN

SCALE: 1" = 200'

20' 40'0

GENERAL CIVIL SITE PLAN NOTES:

UNLESS OTHERWISE NOTED.

1. ALL DIMENSIONS, RADII, & COORDINATES SHOWN ARE TO THE BACK OF CURB

CO

CO

1 2

3 4

5 6

7 8

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®of Engineers

US Army Corps

U .S

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T H

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P E A

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V A

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E O

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M A

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C A

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G O

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O D

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H N -1

-R -3

S E

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O U

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O H

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F B

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A R

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ISSUED FOR CONSTRUCTION

15'

16'

16'

15'

6.5'

6.5'

6.5'

DRIVE LANE = 10.5'

DRIVE LANE =10.5'

G 92.25

TC 92.25

G 91.75

TC 92.25

G 91.85

TC 92.25

G 91.85

TC 92.25

G 91.75

TC 92.25

G 91.75

TC 92.25

G 92.25

TC 92.25

TC 92.25

G 92.25

TC 92.25

G 91.75

TC 92.25

G 91.75

TC 92.25

G 92.25

R A

M P

R A

M P

(BID OPTION - CLIN 0010)

CANOPY COLUMN TYP.

BASIN #1

CONTAINMENT

REMOTE

PARKING AREA

REFUELER

6" DIP FROM

VALVE PAD

CONTAINMENT

LIGHT POLE

EXISTING

CURB INLET - 03

5' CURB TAPER

RELOCATED

BE REMOVED &

LIGHTPOLE TO

CP502

F4

CP502

F4

CP502

B1

CP502

B1

CP502

D5

CP502

D5

CP502

D1

CP502

D1

C P

B

C P

B

OFF #1

DRAIN

TRENCH

1' x 4'

BREAKLINE (TYP.)

JOINT (TYP.)

CONTRACTION

BREAKLINE &

JOINT (TYP.)

CONTRACTION

JOINT (TYP.)

CONTRACTION

JOINT (TYP.)

CONTRACTION

JOINT (TYP.)

CONTRACTION

5' CURB TAPER

PROPOSED GRADE

GRATE TO MATCH

RAISE FRAME &

EXISTING STMH #8;

15" RCP

EXISTING

24" RCP

ABANDONED

EXISTING

17.5'

OFF #3

DRAIN

TRENCH

1' X 4'

(TYP.)

OFF #4

DRAIN

TRENCH

1' X 4'

CG502

E1

2 - EXISTING 24" CMP'S

OFF #2

DRAIN

TRENCH

1' X 4'

G 91.75

TC 92.25

OUTLINE (BID OPTION - CLIN 0010)

OFFLOAD EQUPIMENT CANOPY

OUTLINE (BID OPTION - CLIN 0010)

OFFLOAD EQUPIMENT CANOPY

OUTLINE (BID OPTION - CLIN 0010)

OFFLOAD EQUPIMENT CANOPY

OUTLINE (BID OPTION - CLIN 0010AA)

OFFLOAD EQUPIMENT CANOPY

CLEANOUT

EXISTING 48" CMP

6" D

IP

O F F L - 1

6" D

IP

O F F L - 2

6" D

IP

O F F L - 3

6" DIP

OFFL - 4

6" DIP

OFFL - 5

6" DIP

OFFL - 5

D

IP

O F F L

" D

IP

O F F

L

- 7

P

V C

O F F L

" R

C P

S T

O R

M

- 3

PAVEMENT

CONCRETE

REINFORCED PAVEMENT

CONCRETE

REINFORCED

PAVEMENT

CONCRETE

REINFORCED

PAVEMENT

CONCRETE

REINFORCED

S L

O P

E

S L

O P

E

S L

O P

E

S L

O P

E

S L

O P

E S

L O

P E

S L

O P

E

S L

O P

E

S L

O P

E

S L

O P

E

S L

O P

E

S L

O P

E

92.23

.1

.2

.2

.1

.2

.2

92.23

92.23

.1

.2

.2

.2

.2

.2

.1

.1

.1

.2

.2 5 92

.2

.2 5 92

.2

.2

.2

.2

.2

.2

.2

.2

CP502

A1

O F F

L O

A D

O F F

L O

A D

O F F

L O

A D

B

ID

O

P T

IO

N

- C

L

IN

O F F

L O

A D

.3

.3

.3

CO

S

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IG

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A D A

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A

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E D C

IV

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E P

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N

CS401

BOT = 89.88

IE OUT= 90.05

RIM ELEV= 91.55

TOC = 92.25

OFFLOAD TRENCH DRAIN #4:

(BID OPTION - CLIN 0018)

BOT = 89.88

IE OUT= 90.05

RIM ELEV= 91.55

TOC = 92.25

OFFLOAD TRENCH DRAIN #3:

BOT = 89.88

IE OUT= 90.05

RIM ELEV= 91.55

TOC = 92.25

OFFLOAD TRENCH DRAIN #2:

BOT = 89.88

IE OUT= 90.05

RIM ELEV= 91.55

TOC = 92.25

OFFLOAD TRENCH DRAIN #1:

DRAINAGE STRUCTURE SCHEDULE:

(SHOWN ON CS101), EQUIPMENT, & PIPING.

OPTION IS THE ASSOCIATED PAVEMENT

INCLUDES POSITION #4. INCLUDED IN THIS

POSITIONS #1, #2, & #3. BID OPTION - CLIN 0018

7. BASIC BID INCLUDES OFFLOAD HARDSTAND

OPTION - CLIN 0010AA.

COLUMNS FOR POSITION #4 IS INCLUDED IN BID

BID OPTION - CLIN 0010. EQUIPMENT CANOPY &

FOR POSITIONS #1, #2, & #3 ARE INCLUDED IN

6. OFFLOAD EQUIPMENT CANOPIES & COLUMNS

PIPING PROFILE.

5. SEE SHEET CG202 FOR THE CONTAINMENT

SURROUNDING CONCRETE JOINT LAYOUT PLAN.

4. SEE SHEET CP101 & CP 101A FOR THE

FOR OFFLOADS 1, 3, &4.

OFFLOAD #3 ARE TYPICAL AND ARE THE SAME

3. JOINT LAYOUT DIMENSIONS ARE SHOWN ON

1, 3, & 4.

TYPICAL AND ARE THE SAME FOR OFFLOADS

2. DIMENSIONS SHOWN ON OFFLOAD #2 ARE

OFFLOADS 2, 3, & 4.

#1 ARE TYPICAL AND ARE THE SAME FOR

1. SPOT ELEVATIONS SHOWN ON OFFLOAD

NOTES:

A1

ENLARGED OFFLOAD AREA

SCALE: 1" = 5' 0 5' 10'

N

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D A

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C O

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C T N

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C H

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K E

D B

Y

D R

A W

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IS

S

U E D

A T

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SHEET ID

G

2 3 4 5 6 7 8 9 10

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US Army Corps

U .S

A R

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A P

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O L A

V E

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A H

A

N E

S A

V A

N N

A H D

IS

T R

IC

T

W

E S

T O

G L E

T H

O R

P E A

V E

N U

E

S A

V A

N N

A H G

E O

R G

IA

M A

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C A

T E

G O

R Y C

O D

E

F

IL

E N

A M

E

A N

S I

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H N -1

-R -3

S E

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O U

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O H

N S

O N A

F B

N O

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H C

A R

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IN

A

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A N

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-9

-0

ISSUED FOR CONSTRUCTION

G 89.00

TC 89.00

G 88.50

TC 89.00

G 89.00

TC 89.00

G 88.50

TC 89.00

G 88.50

TC 89.00

G 89.00

TC 89.00

G 88.50

TC 89.00

G 89.00

TC 89.00

G 88.50

TC 89.00

G 88.55

TC 89.00

G 88.60

TC 89.00

G 88.60

TC 89.00

G 88.50

TC 89.00

G 88.50

TC 89.00

G 88.50

TC 89.00

G 88.50

TC 89.00

RAMPRAMPRAMP RAMP

8' 56' 8'

.5

73'

G 88.50

TC 89.00

G 88.50

TC 89.00

G 88.25

TC 88.75

G 88.50

TC 89.00

G 88.50

TC 89.00

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.75

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.75

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.75

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.75

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75 G 88.35

TC 88.75

G 88.00

TC 88.50 G 88.35

TC 88.75

G 88.30

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

.5

36'

CONTRACTION JOINT (TYP.)

BREAKLINE (TYP.)

DRAIN - FILL #1

1' x 4' TRENCH

DRAIN - FILL #2

1' x 4' TRENCH

6" DIP

BASIN #2

CONTAINMENT

REMOTE

VALVE & PAD

CONTAINMENT

DI #20

6" PVC TO

BID OPTION - CLIN 0011

EQUIPMENT CANOPY COLUMN (TYP.)

JOINT (TYP.)

CONTRACTION

BREAKLINE &

28'

FILLSTAND #1

FILLSTAND #2

C P

A

5' CURB TAPER

2' ASPHALT PATCHBACK

PAVEMENT

CONCRETE

REINFORCED

PAVEMENT

CONCRETE

REINFORCED

PAVEMENT

CONCRETE

PAVEMENT

CONCRETE

JOINT (TYP.)

EXPANSION

6" DIP

FILL - 3

6" DIP

FILL - 4

6" D

IP

F

ILL - 5

6" D

IP

F

ILL - 5

6" D

IP

F

ILL - 5

6" D

IP

F

ILL - 6

6" P V C

F

ILL - 7

BID OPTION - CLIN 0011AA

EQUIPMENT CANOPY COLUMN (TYP.)

BID OPTION - CLIN 0011AA

EQUIPMENT CANOPY OUTLINE

BID OPTION - CLIN 0011

EQUIPMENT CANOPY OUTLINE

C P

D

C P

B

C P

B

CP502

A5

DROP TANK VAULT

LINE FROM

2" HDPE DRAIN

1.75' (TYP.)

.5 (T

Y P

G 88.50

TC 89.00

.5 (T

Y P

G 88.50

TC 89.00

1.75' (TYP.)

14'

.5

14' 14' 14'R-11

R-11

JA

B

A R

A

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CS402

BOT = 85.88

IE OUT= 86.05

RIM ELEV= 87.55

TRENCH DRAIN #4:

FILLSTAND #4 TOC = 88.25

BOT = 86.13

IE OUT= 86.30

RIM ELEV= 87.80

TRENCH DRAIN #3:

FILLSTAND #3 TOC = 88.50

BOT = 86.38

IE OUT= 86.55

RIM ELEV= 88.05

TRENCH DRAIN #2:

FILLSTAND #2 TOC = 88.75

BOT = 86.63

IE OUT= 86.80

RIM ELEV= 88.30

TRENCH DRAIN #1:

FILLSTAND #1 TOC = 89.00

(BID OPTION - CLIN 0017)

DRAINAGE STRUCTURE SCHEDULE:

VERSUS BID OPTION CONCRETE PAVING.

8. SEE SHEETS CS103 & CP SERIES FOR BASIC

COLUMN AND BACK OF CURB.

LOCATIONS ARE TO THE CENTER OF THE

7. DIMENSIONS SHOWN FOR CANOPY COLUMN

ITS ASSOCIATED BOLLARDS.

AS SHOWN ON SHEETS CS402A & CS403A AND

CANOPY OVER THE ENTIRE FILLSTAND AREA

BID OPTION - CLIN 0012 INCLUDES: ONE

ASSOCIATED BOLLARDS, AND PIPING.

EQUIPMENT CANOPY OVER POSITION #1,

BID OPTION - CLIN 0011AA INCLUDES: ONE (1)

PIPING, AND CONCRETE PAVEMENT.

POSITION #1, ASSOCIATED EQUIPMENT,

BID OPTION - CLIN 0017 INCLUDES: FILLSTAND

#3, & #4 AND THEIR ASSOCIATED BOLLARDS.

EQUIPMENT CANOPIES OVER POSITIONS #2,

BID OPTION - CLIN 0011 INCLUDES: THREE (3)

CANOPIES ARE INCLUDED IN BASIC BID.

PIPING, AND CONCRETE PAVEMENT. NO

#2, #3, & #4 THEIR ASSOCIATED EQUIPMENT,

6. BASIC BID INCLUDES: FILLSTAND POSITIONS

PIPING PROFILE.

5. SEE SHEET CG201 FOR THE CONTAINMENT

SURROUNDING JOINT LAYOUT PLAN.

4. SEE SHEET CP103 & CP103A FOR THE

SHOWN ON FILLSTAND #3 ON SHEET CS403.

3. SECTIONS FOR THE FILLSTAND AREAS ARE

SAME FOR FILLSTANDS 1, 3, & 4.

ON FILLSTAND #2 ARE TYPICAL AND ARE THE

2. CONCRETE JOINTS & BREAKLINES SHOWN

2, 3, & 4.

TYPICAL AND ARE THE SAME FOR FILLSTANDS

1. DIMENSIONS SHOWN ON FILLSTAND #1 ARE

NOTES:

A1

ENLARGED FILLSTAND AREA 1 OF 2

SCALE: 1" = 5' 0 5' 10'

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-9

-0

ISSUED FOR CONSTRUCTION

G 89.00

TC 89.00

G 88.50

TC 89.00

G 89.00

TC 89.00

G 88.50

TC 89.00

G 88.50

TC 89.00

G 89.00

TC 89.00

G 88.50

TC 89.00

G 89.00

TC 89.00

G 88.50

TC 89.00

G 88.55

TC 89.00

G 88.60

TC 89.00

G 88.60

TC 89.00

G 88.50

TC 89.00

G 88.50

TC 89.00

G 88.50

TC 89.00

G 88.50

TC 89.00

RAMPRAMPRAMP RAMP

8' 56' 8'

.5

73'

G 88.50

TC 89.00

G 88.50

TC 89.00

G 88.25

TC 88.75

G 88.50

TC 89.00

G 88.50

TC 89.00

G 88.25

TC 88.75

G 88.25

TC 88.75

G 88.75

TC 88.75

G 88.25

TC 88.75

G 88.25

TC 88.75

G…