W912EK20B0004-0003 Drawings.pdf

PDF 6 MB Posted Feb 12, 2020

Attached to: Iowa City VA Medical Center Pavement Repair, Iowa City, Johnson County, IA
Solicitation number: W912EK20B0004
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a pavement repair project at the Iowa City VA Medical Center in Iowa City, Iowa. Work includes clearing, demolition, excavation, storm and water utilities, aggregate placement, asphalt and concrete paving, steps, handrails, fencing, bollards, markings, signage, electrical work, landscaping, and site restoration. The NAICS code is 238990 and work must be completed within 240 days. The contract value is estimated between $1-5 million. The set aside is for service-disabled veteran owned small businesses. The issuing agency is the US Army Corps of Engineers Rock Island District.

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Other files

File	Type	Posted
B01 - Bid Summary Sheet.pdf	PDF	Oct 30, 2020
W912EK20B0004-0003 Drawings.pdf	PDF	Feb 13, 2020
W912EK20B0004 Amendment 0003.pdf	PDF	Feb 12, 2020
W912EK20B0004 Amendment 0002.pdf	PDF	Feb 10, 2020
W912EK20B0004 - Pre-bid meeting attendees.pdf	PDF	Jan 30, 2020
W912EK20B0004-0001 Drawings.pdf	PDF	Jan 30, 2020
W912EK20B0004 Amendment 0001.pdf	PDF	Jan 30, 2020
W912EK20B0004.pdf	PDF	Jan 16, 2020
W912EK20B0004 - Drawings.pdf	PDF	Jan 16, 2020
W912EK20B0004 - Reference Photos.pdf	PDF	Jan 16, 2020
W912EK20B0004 - Reference Drawings.pdf	PDF	Jan 16, 2020

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TITLE OF DRAWING

GENERAL NOTES

SHEET

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INDEX OF DRAWINGS

LEGEND

ABBREVIATIONS

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IDENTIFICATION SYMBOLS

TITLE IDENTIFICATION

TITLE

2'1'0SCALE : 1"=1'-0"

ITEM DRAWN

NUMBER OF

SCALE

SCALE BAR

INDICATES SECTIONINDICATES DETAIL

A1A1

INDICATES SECTIONINDICATES DETAIL

SECTION IDENTIFICATIONDETAIL IDENTIFICATION

A-000

A1 A-000

WHICH SECTION IS DRAWN

SHEET NUMBER ON

WHICH DETAIL IS DRAWN

SHEET NUMBER ON

IF DRAWN ON SAME SHEET

A-000

ELEVATION IDENTIFICATION

SHEET

IF DRAWN ON SAME

SHEET

IF DRAWN ON SAME

DRAWING BLOCK TITLE

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C X

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GPROPERTY LINE

CHAIN-LINK FENCE

SANITARY SEWER

STORM SEWER

GAS MAIN

WATER MAIN

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

COMUNICATION LINE

ELECTRICAL

CIVIL

SURVEY

GEOTECHNICAL

GENERAL

INDICATES ELEVATION

WHICH ELEVATION IS DRAWN

SHEET NUMBER ON

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CONCRETE BARRIER

SOIL BORING LOCATION

SURVEY CONTROL POINT

EXISTING/FINISH GRADE

BUILDING

SEWER MANHOLE

GAS VALVE

GAS METER

POST INDICATING VALVE

WATER VALVE

WATER METER

FIRE HYDRANT

UTILITY POLE GUY WIRE

UTILITY POWER POLE

LIGHT POLE

NEW GROUND ROD LOCATION

NEW BOLLARD

SALVAGED PLASTIC FENCE

NEW CHAIN-LINK FENCE

NEW CURB AND GUTTER

NEW JOINT

NEW CONTOUR

EXISTING CONTOUR

COMMUNICATION MANHOLE

STORM INLET (CATCH BASIN)

E-501

E-101

C-503

C-502

C-501

C-307

C-306

C-305

C-304

C-303

C-302

C-301

C-116

C-115

C-114

C-113

C-112

C-111

C-110

C-109

C-108

C-107

C-106

C-105

C-104

C-103

C-102

C-101

V-401

V-101

B-303

B-302

B-301

B-101

G-004

G-003

G-002

G-001

U.S. ARMY CORPS OF ENGINEERSUSACE

TYPICALTYP

TO BE DETERMINEDTBD

STATIONSTA

SPACESP

SANITARY SEWERSS

RIGHT OF WAYROW

PORTLAND CEMENT CONCRETEPCC

ON CENTEROC

MANHOLEMH

MINIMUMMIN

MAXIMUMMAX

CONTRACTING OFFICERKO

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DEPARTMENT OF TRANSPORTATIONDOT

DIAMETERDIA

CONCRETECONC

COMMUNICATIONCOMM

CLEARCL

BITUMINOUSBITUM

APPROXIMATEAPPROX

AMERICANS WITH DISABILITIES ACTADA

ASPHALT CEMENT CONCRETEACC

NEW WORK DETAILS

DEMOLITION AND NEW WORK PLAN

NEW WORK DETAILS

NEW WORK SECTIONS

DEMOLITION AND NEW WORK SECTIONS

NEW WORK STRIPING PLANS

NEW WORK STRIPING PLAN

NEW WORK LAYOUT AND STRIPING PLAN

NEW WORK PLANS

NEW WORK AND TEMPORARY ENTRANCE PLANS

DEMOLITION AND NEW WORK PLAN

DEMOLITION AND NEW WORK PLANS

NEW WORK PLAN

DEMOLITION PLAN

EXISTING UTILITIES PLAN

SURVEY CONTROL AND EXISTING CONDITIONS PLAN

CORING LOGS

CORING PLAN

PHASING PLAN

VICINITY, LOCATION, AND SITE MAPS

INDEX OF DRAWINGS, SYMBOLS, LEGEND, GENERAL NOTES, AND ABBREVIATIONS

COVER SHEET

SOLICITATION

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FIELD CONDITIONS.

DRAWINGS PROVIDED ARE FOR REFERENCE ONLY, AND MAY NOT INDICATE ACTUAL EXISTING

15. THE LEGEND AND ABBREVIATIONS PROVIDED ARE NOT ALL INCLUSIVE. THE REFERENCE

SOILS REMOVED OFF SITE ARE TO BE PROPERLY DISPOSED OF.

PRIOR TESTING IN ACCORDANCE WITH SECTION 01 57 19 OF THE PROJECT SPECIFICATIONS.

14. BRINGING SOILS ON SITE AND REMOVAL OF SOILS OFF SITE IS NOT PERMITTED WITHOUT

THE PROJECT SPECIFICATIONS.

THE REMOVAL AND DISPOSAL OF THE WATER MAIN. SEE SECTIONS 00 73 05 AND 02 82 13 OF

TRENCH THAT ARE TO BE REMOVED AS INDICATED. ASBESTOS ABATEMENT IS REQUIRED FOR

13. ASBESTOS IS LOCATED ALONG AN ABANDONED WATER MAIN LOCATED WITHIN A CONCRETE

LOCATING EXISTING UTILITIES ON SITE AS NEEDED.

PLAN AND COORDINATE WITH THE FACILITY GENERAL ENGINEER THROUGH THE KO FOR

LOCATORS MAY NOT LOCATE UTILITIES ON FACILITY PROPERTY. SEE THE EXISTING UTILITIES

AND LOCAL UTILITY LOCATORS FOR LOCATING EXISTING UTILITIES ON SITE. LOCAL UTILITY

CONDUCTED PRIOR TO THE START OF THE PROJECT WORK. COORDINATE WITH THE KO

12. LOCATE EXISTING UTILITIES ON SITE WHERE REQUIRED PROJECT WORK IS TO BE

REQUIRED PROJECT WORK.

FEATURES AND UTILITIES AFFECTING PROJECT WORK PRIOR TO THE START OF THE

FEATURES AND UTILITIES. LOCATIONS ARE APPROXIMATE. FIELD VERIFY EXISTING SITE

11. THE EXISTING CONDITIONS AND UTILITIES PLANS INDICATE LOCATIONS OF EXISTING SITE

WORK ON THE AS-BUILT DRAWINGS.

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT. SHOW REPAIR OR REPLACEMENT

REPAIR AND/OR REPLACE THE DAMAGED FEATURES OR UTILITIES TO THEIR PRE-DAMAGE

OR UTILITIES ARE DAMAGED AS A RESULT OF CONTRACTOR OPERATIONS OR ACTIVITIES,

10. AVOID DAMAGE TO EXISTING FACILITY FEATURES AND UTILITIES. IF ANY FACILITY FEATURES

START OF THE REQUIRED PROJECT WORK.

9. ALL INDICATED DIMENSIONS ARE APPROXIMATE. FIELD VERIFY DIMENSIONS PRIOR TO THE

SPECIFICATIONS.

THE DURATION OF THE PROJECT. SEE SECTIONS 00 73 05 AND 01 35 26 OF THE PROJECT

8. MAINTAIN THE PRE-CONSTRUCTION LEVEL OF SITE SAFETY FOR THE FACILITY DURING

SEE SECTION 00 73 05 OF THE PROJECT SPECIFICATIONS.

WORK ALONG HIGHWAY 6 AND FOR THE CONTROL OF FACILITY TRAFFIC AND PUBLIC ACCESS.

7. BARRIERS AND WARNING SIGNS WILL BE REQUIRED DURING CONSTRUCTION FOR PROJECT

ENTRANCE AND ANY ADDITIONAL CONSTRUCTION ACCESS NEEDED WITH THE KO.

CONSTRUCTION IS TO BE AT THE CONTRACTOR'S EXPENSE. COORDINATE THE TEMPORARY

THE TEMPORARY ENTRANCE. ANY ADDITIONAL TEMPORARY ACCESS NEEDED FOR

WITH THE KO, FACILITY, CITY, AND IOWA DOT AND INSTALL THE SIGNS PRIOR TO THE USE OF

MEDICAL CENTER ENTRANCE". COORDINATE THE INSTALLATION LOCATION OF THE SIGNS

CONSTRUCTION AS INDICATED. PROVIDE TWO SIGNS WITH THE WORDING "TEMPORARY

A TEMPORARY ENTRANCE IS TO BE INSTALLED TO MAINTAIN FACILITY ACCESS DURING

EMPLOYEES, VEHICLES, AND DELIVERIES FOR THE DURATION OF THE PROJECT CONTRACT.

6. THE IOWA CITY VA MEDICAL CENTER FACILITY IS TO REMAIN ACCESSIBLE FOR THE PUBLIC, STAGING, AND STORAGE AREA WITH THE KO.

COORDINATE PROJECT ACCESS AND THE EXACT LOCATION AND SIZE OF THE PARKING,

5. PROJECT ACCESS AND THE PARKING, STAGING, AND STORAGE AREA ARE AS INDICATED.

IOWA CITY AND IOWA DOT THROUGH THE KO.

PROJECT WORK OUTSIDE THE PROPERTY LINES IS TO BE COORDINATED WITH THE CITY OF

THE PROJECT WORK AREA LIMITS PRIOR TO THE START OF ANY REQUIRED PROJECT WORK.

THE PROPERTY LINES. VERIFY AND MARK AS NEEDED, IN COORDINATION WITH THE KO,

REPRESENT THE PROJECT WORK AREA LIMITS, EXCEPT FOR INDICATED WORK OUTSIDE

4. THE FACILITY PROPERTY LINES AS INDICATED ARE APPROXIMATE. THE PROPERTY LINES

3. COORDINATION WITH OTHERS IS TO BE DONE THROUGH KO.

INDICATED. SCHEDULE ANY ADDITIONAL SITE VISITS WITH THE CONTRACTING OFFICER (KO).

FEATURES THAT MAY AFFECT THE PROJECT WORK. A PREBID MEETING WILL BE HELD AS

2. VISITING THE PROJECT SITE IS ENCOURAGED TO FIELD VERIFY EXISTING CONDITIONS AND

CITY, IOWA AND THE IOWA DOT. SEE SECTION 00 73 05 OF THE PROJECT SPECIFICATIONS.

PROJECT, INCLUDING ALL NECESSARY CONSTRUCTION PERMITS FROM THE CITY OF IOWA

WITH ALL FEDERAL, STATE, AND LOCAL CONSTRUCTION LAWS AND ORDINANCES FOR THE

1. DETERMINE, COORDINATE, AND BE RESPONSIBLE FOR ADHERENCE TO AND COMPLIANCE

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DEPTH OF 10"

AND/OR SUBGRADE TO A

AND CURBS, BASE COURSE,

REMOVE CONCRETE PAVEMENT

(SEE GENERAL SHEET NOTE 14)

SUBGRADE TO A DEPTH OF 10"

CURBS, BASE COURSE, AND/OR

CONCRETE PAVEMENT AND

REMOVE ASPHALT OVERLAY,

DEPTH OF 10"

AND/OR SUBGRADE TO A

AND SLABS, BASE COURSE,

REMOVE CONCRETE SIDEWALKS

SIDEWALK SECTION

OF THE NEW PAVEMENT OR

EXCAVATE SOIL TO THE DEPTH

STRIP SOD AND TOPSOIL AND

A1 C-303

SOLICITATION

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POLES, FUEL TANKS, AND OTHER FEATURES TO REMAIN DURING CONSTRUCTION.

24. PROTECT EXISTING EVERGREEN, ROSE BUSHES, MANHOLE COVERS, INLET GRATES, FLAG

PROTECT AND AVOID DAMAGE TO EXISTING FEATURES DURING CONSTRUCTION.

AND LIGHT POLE AND BASE TO REMAIN DURING CONSTRUTION, EXCEPT AS INDICATED.

23. EXISTING STOP SIGN, FACILITY SIGNS, SIDEWALK, METAL RAILING, BLOCK RETAINING WALL,

22. REMOVE EXISTING FIRE HYDRANT. SEE NEW WORK PLAN, SHEET C-104.

SEE SHEET E-101.

21. DISCONNECT AND REMOVE EXISTING ELECTRICAL WIRING AND ABANDON EXISTING CONDUIT.

C6 ON SHEET C-303.

20. REMOVE AND DISPOSE OF EXISTING STORM INLET GRATE, INLET, AND PIPE. SEE SECTION

SECTION C1 ON SHEET C-303.

19. REMOVE AND DISPOSE OF 3 EXISTING STORM INLET GRATES AND PARTIAL INLETS. SEE

TALL EXISTING BLOCK RETAINING WALL AS INDICATED TO CONDUCT THE PROJECT WORK.

18. REMOVE, SALVAGE, AND TEMPORARILY STORE APPROXIMATELY 7' OF AN APPROXIMATE 3'

WATER MAIN TO REMAIN WITH CONCRETE. SEE SECTION A8 ON SHEET C-307.

ON SHEET G-002 AND DETAIL E6 ON SHEET C-501. SEAL THE ENDS OF THE ABANDONED

THE REMOVAL AND DISPOSAL OF THE ABANDONED WATER MAIN. SEE THE GENERAL NOTES

LOCATED ALONG THE ABANDONED WATER MAIN. CONDUCT ASBESTOS ABATEMENT FOR

MAIN AND REMOVE AND DISPOSE OF EXISTING CONCRETE UTILITY TRENCH. ASBESTOS IS

17. SAWCUT, REMOVE, AND DISPOSE OF APPROXIMATELY 55' OF EXISTING ABANDONED WATER

16. REMOVE AND DISPOSE OF CONCRETE STEPS AND RAILING. SEE PLAN D1 ON SHEET C-108.

BUILDING 20. SEE DEMOLITION SECTIONS.

AND/OR SUBGRADE AND APPROXIMATELY 25' OF EXISTING METAL RAILING ADJACENT TO

15. REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALKS AND SLABS, BASE COURSE,

C-301. SEE LEGEND, CORING LOGS, AND DEMOLITION SECTIONS.

NEW CRANE SLAB, REMOVE TO A DEPTH OF 4' AS INDICATED ON SECTION D1 ON SHEET

CURBS, BASE COURSE, AND/OR SUBGRADE. REMOVE TO A DEPTH OF 10", EXCEPT FOR THE

14. REMOVE AND DISPOSE OF EXISTING ASPHALT OVERLAY AND CONCRETE PAVEMENT AND

AND/OR SUBGRADE. SEE LEGEND, CORING LOGS, AND DEMOLITION SECTIONS.

13. REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT AND CURBS, BASE COURSE,

EXISTING STORM DRAIN PIPE TO REMAIN.

12. REMOVE AND DISPOSE OF EXISTING FRENCH DRAIN STORM INLET. SEAL THE END OF THE

D1 ON SHEET C-301.

END OF THE STORM DRAIN PIPE TO REMAIN WITH CONCRETE. SEE AND SECTIONS A1 AND

DRAIN PIPE TO THE EDGE OF THE NEW CRANE PAD AGGREGATE BASE COURSE. SEAL THE

RAILING, 13' OF FRENCH DRAIN STORM INLET, AND APPROXIMATELY 30' OF EXISTING STORM

11. REMOVE AND DISPOSE OF EXISTING CONCRETE SLAB, APPROXIMATELY 60' OF METAL

WITH ASPHALT OVERLAY. SEE NEW WORK PLAN, SHEET C-104.

HIGHWAY 6 FOR PLACEMENT OF NEW CONCRETE CURB AND GUTTER PAVEMENT SECTION

SAWCUT AND REMOVE EXISTING ASPHALT OVERLAY AND CONCRETE PAVEMENT ALONG

SECTION C1 ON SHEET C-302. AFTER TEMPORARY ENTRANCE IS NO LONGER USED,

10. SAWCUT AND REMOVE EXISTING CURB FOR TEMPORARY ENTRANCE. SEE DEMOLITION

SEE LEGEND.

AND EXCAVATED SOIL FOR REUSE AS BACKFILL, FILL, OR TOPSOIL WHERE AVAILABLE.

PAVEMENT, AND NEW SIDEWALK. AS INDICATED. STOCKPILE STRIPPED SOD AND TOPSOIL

9. STRIP SOD AND TOPSOIL AND EXCAVATE SOIL FOR TEMPORARY ENTRANCE, NEW

8. REMOVE AND DISPOSE OF 9 EXISTING CONCRETE CURB STOPS.

CONCRETE BARRIERS DURING CONSTRUCTION. COORDINATE RELOCATION WITH THE KO.

7. REMOVE AND TEMPORARILY RELOCATE 2 BIKE RACKS, 1 CONCRETE PLANTER AND 2

6. REMOVE AND DISPOSE OF EXISTING ABANDONED POLE AND CONCRETE BASE.

ELECTRICAL WIRING TO REMAIN DURING CONSTRUCTION. SEE SHEET E-101.

REMOVE AND DISPOSE OF 3 EXISTING LIGHT POLE CONCRETE BASES. PROTECT EXISTING

5. REMOVE, SALVAGE, AND TEMPORARILY STORE 2 EXISTING LIGHT POLES AND FIXTURES.

4. REMOVE, SALVAGE, AND TEMPORARILY STORE APPROXIMATELY 145' OF PLASTIC FENCE.

SEE THE GENERAL NOTES ON SHEET C-101.

3. REMOVE, SALVAGE, AND TEMPORARILY STORE 29 EXISTING FACILITY AND HANDICAP SIGNS.

THE FACILITY THROUGH THE KO.

2. EXISTING TREE TO BE REMOVED AND REPLANTED BY THE FACILITY. COORDINATE WITH

THE FACITLITY GENERAL ENGINEER THROUGH THE KO.

BUSHES DURING CONSTRUCTION. COORDINATE ANY TRIMMING OF THE EVERGREEN WITH

NEEDED TO CONDUCT THE PROJECT WORK AND PROTECT THE EVERGREEN AND ROSE

SITE. LANDSCAPE PAVERS ARE TO BE SALVAGED FOR REUSE. TRIM THE EVERGREEN AS

BUSHES ARE TO REMAIN. DISPOSE OF CLEARING, GRUBBING AND STRIPING DEBRIS OFF

VEGETATION IN LANDSCAPE AREA EAST OF BUILDING 1. THE EVERGREEN AND 4 ROSE

AND APPROXIMATELY 19 EXISTING BUSHES, AND STRIP MULCH AND MISCELLANEOUS

1. REMOVE APPROXIMATELY 200' OF LANDSCAPING PAVERS, CLEAR AND GRUB 1 SMALL TREE

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SHEETS C-111 TO C-115 FOR THE NEW PAVEMENT MARKINGS PLANS.

14. SEE SHEETS C-106, C-109, AND C-110 FOR THE NEW CONTRACTION JOINTS PLANS AND

FEATURES MOVED AND TEMPORARILY RELOCATED DURING CONSTRUCTION WITH THE KO.

13. COORDINATE THE INSTALLATION OF NEW CURB STOPS AND THE REPLACEMENT OF SITE

APPROVED BY THE FACILITY GENERAL ENGINEER THROUGH THE KO.

EXACT LOCATIONS FOR NEW LANDSCAPE PLANTINGS ARE TO BE COORDINATED WITH AND

12. THE LOCATIONS OF NEW LANDSCAPE PLANTINGS SHOWN ON THE PLANS IS ARBITRARY. THE

SEE SECTION 32 92 10 OF THE PROJECT SPECIFICATIONS.

32 01 19 OF THE PROJECT SPECIFICATIONS. RESTORE AND SEED ALL DISTURBED AREAS.

11. PLACE SEALANT FOR ALL NEW PAVEMENT, SIDEWALK, AND SLAB JOINTS. SEE SECTION

AS THEY EXISTED PRIOR TO REMOVAL. ADJUST LOCATIONS AS INDICATED.

10. INSTALL THE REMOVED AND SLAVAGED HANDICAP AND FACILITY SIGNS IN THE SAME WAY

PRIOR TO REMOVAL. ADJUST THE LOCATION AND ALIGNMENT AS INDICATED.

9. INSTALL THE REMOVED AND SAVAGED PLASTIC FENCING IN THE SAME WAY AS IT EXISTED

LOCATIONS AND AS APPROVED BY THE KO.

8. INSTALL NEW CHAIN-LINK FENCING AS INDICATED. INSTALL GROUND RODS AT INDICATED

THE FINISH OF THE ADJACENT EXISTING SIDEWALKS AND SLABS TO REMAIN.

AND SLABS TO REMAIN AND AS INDICATED. NEW SIDEWALK AND SLAB FINISH IS TO MATCH

7. INSTALL ISOLATION JOINTS WHERE NEW SIDEWALKS AND SLABS MEET EXISTING SIDEWALKS

CONCRETE PLACEMENT.

6. ALL NEW REINFORCEMENT AND CHAIRS ARE TO BE 3" CLEAR FROM ALL EDGES OF NEW

NEW OR EXISTING PAVEMENT ELEVATION.

5. TAPER THE ENDS OF NEW CURBS THAT DO NOT ABUT AN EXISTING CURB TO MATCH THE

REMAIN, EXCEPT AS INDICATED. SLOPE ALL NEW PAVEMENTS TO DRAIN.

REMOVED AND TO REMAIN, AND EXISTING MANHOLE COVERS AND INLET GRATES TO

4. NEW PAVEMENT ELEVATIONS ARE TO MATCH EXISTING PAVEMENT ELEVATIONS TO BE

EDGES, AND CORNERS TO BE COORDINATED WITH AND APPROVED BY THE KO.

EXISTING FEATURES AS CONTROL WITH THE EXACT LOCATION OF THE NEW ALIGNMENTS,

ALIGNMENTS, EDGES, AND CORNERS MAY ALSO BE SCALED FROM PLAN SHEETS USING

ALIGNMENTS, EDGES, AND CORNERS ARE AS INDICATED ON SHEET C-112. THE NEW

FROM THE EXISTING ALIGNMENTS, EDGES, AND CORNERS. COORDINATES FOR THE NEW

FOR LOTS F, G, AND H AND THE WEST SIDE OF THE MAIN ENTRANCE WHICH DIFFER

EXISTING PAVEMENT, SIDEWALK AND SLAB ALIGNMENT, EDGES, AND CORNERS EXCEPT

3. NEW PAVEMENT, SIDEWALK, AND SLAB ALIGNMENT, EDGES, AND CORNERS ARE TO MATCH

SLABS TO BE REMOVED, EXCEPT AS INDICATED.

MATCH THE ALIGNMENTS AND EDGES OF THE EXISTING PAVEMENTS, SIDEWALKS AND

2. THE ALIGNMENTS AND EDGES OF ALL NEW PAVEMENTS, SIDEWALKS, AND SLABS ARE TO

NEW CRUSHED AGGREGATE IS TO BE IOWA DOT GRADATION 11.

OF EXISTING PAVEMENTS, CURBS, SIDEWALKS, AND SLABS OR IS TO BE NEW AGGREGATE.

1. AGGREGATE BASE COURSE TO BE PLACED MAY COME FROM THE CRUSHING AND REUSING

A M

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US Army Corps of Engineers

US Army Corps

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SHEET KEY NOTES

0 60'SCALE : 1"=30'-0" 30'

U S D

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NEW WORK PLAN

HIGHWAY 6

GRASS

PROPERTY LINE

PROPERTY

LIN

BUILDING 51

BUILDING 1

BUILDING

BUILDING 1

BUILDING 2

GRASS

C-107

BLDG

PCC

OF 15

TYP

LEGEND

C-110

C-111

LOT K

LOT A

LOT E

LOT J

LOT I

PCC

LOTS G & H 8

OF 8

TYP

OF 9

TYP

PCC 8

PCC

LOT D

E N

T R

A N

C E

M A

PCC

LOT C

D1 C-301

E1 C-302

A1 C-302

OF 17

TYP

W E

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T R

A N

C E

T E

M P

SLAB

CRANE

30'

A C

Y V

A M

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A L C

E N

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GRASS

LOT F

BUILDING

PCC

40'- 6"

2" OF SAND (IADOT GRADATION 1)

AND CURB AND GUTTER ON NEW

NEW 8" CONCRETE (PCC) PAVEMENT

SEE GENERAL SHEET NOTE 9

BASE COURSE (IADOT GRADATION 11).

ON 48" OF NEW CRUSHED AGGREGATE

NEW 12" CONCRETE (PCC) CRANE SLAB

COURSE (IADOT GRADATION 11)

CRUSHED AGGREGATE BASE

AND SLAB ON 4" OF REUSED OR NEW

NEW 6" CONCRETE (PCC) SIDEWALK

EXCEPT FOR LANDSCAPE AREA

OR FILL, PLACE TOPSOIL, AND SEED

PLACE AND COMPACT BACKFILL

A6 C-303

SOLICITATION

A6 C-302

V A

D M

E B

J P

OF 3

TYP

A M

E V

E D A

N D A

D D

E D S

N L

O C

A T

N S

A D

D E

D S

H E

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E Y N

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E I

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A T

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S F

O R A

D D

E D S

N S

R E

E D

BARRIERS. COORDINATE REPLACEMENT LOCATIONS WITH THE KO.

23. REPLACE TEMPORARILY RELOCATED BIKE RACKS, CONCRETE PLANTER, AND CONCRETE

22. INSTALL NEW CONCRETE CURB STOPS.

C-103.

21. INSTALL SALAVED HANDICAP AND FACILITY SIGNS. SEE THE GENERAL NOTES ON SHEET

RIVER ROCK. SEE NEW WORK PLAN A6 ON SHEET C-111.

20. PLANT NEW TREE AND BUSHES, INSTALL GEOTEXTILE FABRIC, AND PLACE NEW WASHED

PAVERS WITH THE KO.

REMOVAL. COORDINATE THE EXACT LOCATION AND INSTALLATION OF THE SALVAGED

19. INSTALL SALVAGED LANDSCAPE PAVERS IN THE SAME WAY THEY EXISTED PRIOR TO

PRIOR TO REMOVAL. COORDINATE THE INSTALLATION WITH THE KO.

18. INSTALL SALVAGED BLOCKS TO CONTRUCT RETAINING WALL IN THE SAME WAY IT EXISTED

17. INSTALL SALVAGED PLASTIC FENCE. SEE THE GENERAL NOTES ON SHEET C-103.

DETAIL A4 ON SHEET C-501.

16. INSTALL NEW DECORATIVE BOLLARDS. SEE NEW WORK SECTION E1 ON SHEET C-302 AND

15. INSTALL NEW LIGHT POLE AND FIXTURE ON NEW CONCRETE BASE. SEE SHEET E-101.

14. INSTALL SALVAGED LIGHT POLE AND FIXTURE ON NEW CONCRETE BASE. SEE SHEET E-101.

ELEVATIONS. SEE LEGEND.

ELEVATION TO MATCH EXISTING ADJACENT ELEVATIONS AND NEW BACK OF CURB

BASE COURSE FOR THE TEMPOARARY ENTRANCE HAS BEEN REMOVED. FINISHED

TOPSOIL, AND SEED AREA AFTER THE ASPHALT PAVEMENT AND CURBS AND AGGREGATE

13. PLACE AND COMPACT STOCKPILED OR NEW SOIL FILL, PLACE 3" OF STOCKPILED OR NEW

C-302 AND A1 ON SHEET C-307.

TEMPORARY ENTRANCE IS NO LONGER USED. SEE NEW WORK SECTIONS E1 ON SHEET

ALONG HIGHWAY 6 AFTER THE MAIN ENTRANCE OFF OF HIGHWAY 6 IS REOPENED AND THE

12. PLACE NEW CONCRETE CURB AND GUTTER PAVEMENT SECTION WITH ASPHALT OVERLAY

C-108.

11. PLACE NEW CONCRETE STEPS AND INSTALL NEW METAL RAILING. SEE PLAN D1 ON SHEET

NEW WORK SECTIONS.

COURSE. AND INSTALL NEW METAL RAILING ADJACENT TO BUILDING 20. SEE LEGEND AND

10. PLACE NEW CONCRETE FOR SIDEWALKS AND SLABS ON REUSED OR NEW AGGREGATE BASE

SECTION D1 ON SHEET C-301.

EVERGREEN TO REMAIN. INSTALL REINFORCEMENT IN CRANE SLAB AS INDICATED ON

SLAB FOR A DISTANCE 10' FROM THE SOUTHEAST CORNER TO HELP PROTECT THE

AGGREGATE BASE COURSE OUT 24" FROM THE SOUTH AND EAST EDGES OF THE CRANE

ALL EDGES OF THE NEW CRANE SLAB, EXCEPT AT THE SOUTHEAST CORNER, EXTEND

SECTION D1 ON SHEET C-301. NEW AGGREGATE BASE COURSE TO EXTEND OUT 48" FROM

9. PLACE NEW CONCRETE CRANE SLAB ON NEW AGGREGATE BASE COURSE. SEE LEGEND AND

NEW WORK SECTIONS ON SHEETS C-301 TO C-303, AND SECTION D1 ON SHEET C-307.

8. PLACE NEW CONCRETE PAVEMENT AND CURB AND GUTTER ON NEW SAND. SEE LEGEND,

ENTRANCE PRIOR TO THE PLACEMENT OF NEW SAND AND PAVEMENT. SEE SHEET E-101.

7. INSTALL NEW ELECTRICAL CONDUIT AND CONDUCTOR. INSTALL CONDUIT AT THE MAIN

LEGEND AND SECTION D1 ON SHEET C-301.

6. PLACE AND COMPACT STOCKPILED OR NEW FILL. DO NOT PLACE TOPSOIL OR SEED. SEE

EQUAL. SEE SECTION C6 ON SHEET C-303.

NEW INLET FRAME AND GRATE TO BE NEENAH TYPE R-3234-B1 WITH TYPE A GRATE OR

5. INSTALL NEW STORM SEWER PIPE, PRECAST STORM INLET, AND INLET FRAME AND GRATE.

AND SECTION 33 40 00 OF THE PROJECT SPECIFICATIONS.

STORM INLET LOCATED ON THE SOUTH SIDE OF LOT F. SEE SECTION C3 ON SHEET C-303

NORTH SIDE OF LOT F AND NEENAH TYPE R-3430 WITH TYPE A GRATE OR EQUAL FOR THE

TYPE R-3234-B1 WITH TYPE A GRATE OR EQUAL FOR THE STORM INLETS LOCATED ON THE

NEW STORM INLET FRAME AND GRATE. NEW INLET FRAME AND GRATE TO BE NEENAH

4. PLACE NEW CONCRETE COLLAR AROUND EXISTING BRICK INLET TO REMAIN AND INSTALL

ELEVATION. SEE SECTION 33 11 00 OF THE PROJECT SPECIFICATIONS.

3. INSTALL NEW FIRE HYDRANT TO BE FLUSH WITH THE NEW SIDEWALK/SLAB FINISHED

SHEET C-110.

BASE COURSE FOR THE TEMPORARY ENTRANCE. SEE TEMPORARY ENTRANCE PLAN A6 ON

2. PLACE 4" OF NEW ASPHALT WITH ASPHALT CURBS ON 6" OF REUSED OR NEW AGGREGATE

THE GENERAL NOTES ON SHEET G-002.

ALONG HIGHWAY 6 AND FOR THE CONTROL OF FACILITY TRAFFIC AND PUBLIC ACCESS. SEE

1. INSTALL BARRIERS AND WARNING SIGNS AS NEEDED DURING CONSTRUCTION FOR WORK

1 S H

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NEW WORK PLAN

U S D

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F V

E T

E R

A N

S A

F F

0 30'SCALE : 1"=15'-0" 15'

BUILDING 7

BUILDING 50

OF 10

TYP

OF 10

TYP

W E

A C

Y V

A M

E D

A L C

E N

T E

SHEET KEY NOTES

BUILDING 50 BUILDING 7

GENERATOR

SOURCE

ALTERNATE

DEMOLITION PLAN

0 30'SCALE : 1"=15'-0" 15'

N E

W W

O R

K P

L A

N S

OF 9

TYP

TO REMAIN

PAVEMENT

CONCRETE

TYP

ACC

LOT O

PCC

GENERATOR

SOURCE

ALTERNATE

TO REMAIN

PAVEMENT

CONCRETE

D R

PCC

LOT O

OTHER FEATURES TO REMAIN DURING CONSTRUCTION.

8. PROTECT EXSTING LIGHT POLES AND BASES, ELECTRIC BOX, BOLLARDS, MANHOLES, AND

ON SHEET C-108.

7. REMOVE EXISTING CONCRETE STEPS, SLAB, AND METAL RAILING. SEE DEMOLITION PLAN A1

A DEPTH OF 10".

6. REMOVE EXISTING CONCRETE SIDEWALK AND CURB, BASE COURSE, AND/OR SUBGRADE TO

TO A DEPTH OF 10".

5. REMOVE EXISTING CONCRETE PAVEMENT AND CURBS, BASE COURSE, AND/OR SUBGRADE

AND/OR SUBGRADE TO A DEPTH OF 10".

4. REMOVE EXISTING ASPHALT PAVEMENT, ASPHALT AND CONCRETE CURBS, BASE COURSE,

3. REMOVE EXISTING METAL RAILING BASES.

ENGINEER THROUGH THE KO.

BARRIERS. COORDINATE TEMPORARY STORAGE LOCATION WITH THE FACILITY GENERAL

2. REMOVE, SALVAGE, AND TEMPORARILY STORE 9 EXISTING CONCRETE AND PLASTIC

WITH THE FACILITY GENERAL ENGINEER THROUGH THE KO.

1. EXISTING METAL CONEX BOXES TO BE REMOVED AND RELOCATED BY OTHERS. COORDINATE

T O D

R A

S L O

P E

T O D

R A

S L O

P E

T O D

R A

S L O

P E

GENERAL ENGINEER THROUGH THE KO.

15. METAL CONEX BOXES TO BE REPLACED BY OTHERS. COORDINATE WITH THE FACILITY

ON SHEET C-108.

14. PLACE NEW CONCRETE STEPS AND INSTALL NEW METAL RAILING. SEE NEW WORK PLAN A1

SPECIFICATIONS.

13. INSTALL 10 NEW STEEL PIPE BOLLARDS. SEE SECTION 05 50 11 OF THE PROJECT

SPECIFICATIONS.

12. INSTALL 10 NEW REMOVABLE BOLLARDS. SEE SECTION 05 50 11 OF THE PROJECT

NEW CONCRETE PAVEMENT AND EXISTING PAVEMENT ELEVATIONS TO REMAIN.

COURSE. FINISHED ELEVATION OF NEW SIDEWALK TO MATCH FINISHED ELEVATION OF

11. PLACE NEW 6" CONCRETE SIDEWALK ON 4" OF REUSED OR NEW AGGREGATE BASE

10. PLACE NEW 6" CONCRETE FLUME WITH CURBS ON REUSED OR .

NEW PAVEMENT TO DRAIN TOWARDS NEW FLUME AND DRIVE.

9. PLACE NEW 8" CONCRETE PAVEMENT AND CURB AND GUTTER ON 2" OF NEW SAND. SLOPE

ISOLATION JOINT

INSTALL

~2 .0%

SOLICITATION

V A

D M

AND WEST EDGES OF THE LOT

ISOLATION ALONG THE NORTH

WEST EDGES OF LOT O. INSTALL

ELEVATION ALONG THE NORTH AND

TO MATCH THE EXISTING PAVEMENT

THE NEW PAVEMENT ELEVATION IS

JOINT

ISOLATION

END

ISOLATION JOINT

END OF

JOINT

ISOLATION

END OF

E B

J P

F A

M D

E L E

T E

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N A

N D R

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E D A

N D A

D D

E D N

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E S O

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L A

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D B

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US Army Corps

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C -1 x x x .d g n

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C-106

V A

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U .S

A R

M Y C

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P S O

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0 60'SCALE : 1"=30'-0" 30'

U S D

E P

T O

F V

E T

E R

A N

S A

F F

HIGHWAY 6

PROPERTY LINE

BUILDING 1

P R

O P

E R

T Y L

C-109

C-106

BUILDING 1

EXIS

TIN

G S

IDEWALK

F1 C-303

W E

A C

Y V

A M

E D

A L C

E N

T E

D1 C-307

HIGHWAY 6

PROPERTY LINE

LOT B

LOT A

BUILDING

SIDEWALK

ALK

GRASS

DEMOLITION AND NEW WORK PLAN

W O

O L F A

V E

N U

N E

W W

O R

K P

L A

N S

TYP

C-502.

6. INSTALL NEW GROUNDING. SEE DETAIL A9 ON SHEET

SEE DETAILS ON SHEET C-502.

NEW CHAIN LINK FENCE ON EXISTING RETAINING WALL.

5. REMOVE EXISTING CHAIN-LINK FENCE AND INSTALL

ON SHEET C-307.

AND GUTTER ON 2" OF NEW SAND. SEE SECTION D1

DEPTH OF 10" AND PLACE NEW 8" CONCRETE CURB

AND GUTTER, BASE COURSE, AND/OR SUBGRADE TO A

4. REMOVE EXISTING DETERIORATED CONCRETE CURB

COORDINATE EXACT LOCATIONS WITH THE KO.

3. INSTALL 4" PERFORATED DRAINAGE TILE AS INDICATED.

ON SHEET C-303.

2. LOWER EXISTING STORM INLET GRATE. SEE SECTION F1

MOLDED GRATING. SEE SECTION F1 ON SHEET C-303.

6" OF REUSED OR NEW AGGREGATE, AND INSTALL

AND EXCAVATED SOIL FOR REUSE AS BACKFILL. PLACE

DEPTH OF 7". STOCKPILE STRIPPED SOD AND TOPSOIL

1. STRIP SOD AND TOPSOIL AND EXCAVATE SOIL TO A

GRATING

NEW

GRATING

NEW

SOLICITATION

V A

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H E W

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RAMP

PARKING

STRUCTURE 49

RAMP

PARKING

STRUCTURE 49

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C-305

A5 C-305

A8 C-305

A1 C-306

W E

(T Y P

TO REMAIN

MANHOLE

EXISTING

BOLLARD

NEW

@ 1'-0" OC

DOWELS

INSTALL NEW

1'- 0"

BOLLARD

NEW

JOINT

ISOLATION

INSTALL

JOINT

ISOLATION

INSTALL

'-0

PAVEMENT

CONCRETE

NEW

GENERATOR

SOURCE

ALTERNATE

TO REMAIN

PAVEMENT

EXISTING

GENERAL SHEET NOTES

REMAIN

DOCK TO

EXISTING

TO REMAIN

PAVEMENT

EXISTING

'-0

(T Y P

GRASS

REMAIN

CURB TO

EXISTING

THEXI

STI

MATCH

JOINT

ISOLATION

INSTALL

JOINT

ISOLATION

INSTALL

@ 1'-0" OC

DOWELS

INSTALL NEW

0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"

REMAIN

CURB TO

EXISTING

CONCRETE STEPS

AND PLACE NEW

REMOVE EXISTING

TO REMAIN

PAVEMENT

EXISTING

BUILDING 7

JOINT

ISOLATION

INSTALL

1'-0

PLACEMENT

IN-KIND AFTER STEP

NEW STEPS AND REINSTALL

ROCK WALL TO PLACE

REMOVE EXISTING

TO REMAIN

SIDEWALK

EXISTING

2 TREADS =

2'-0

JOINT

ISOLATION

INSTALL

METAL RAILING

INSTALL NEW

TO REMAIN

EXISTING CURB

@ 1'-0" OC

DOWELS

INSTALL NEW

BUILDING 1

BUILDING

BUILDING 1

2'-8" +/- WIDE

NEW NOSINGS

INSTALL 7

3'-10" +/- WIDE

NEW NOSINGS

INSTALL 6

5'-2" +/- WIDE

NEW NOSINGS

INSTALL 3

0 1' 2' 4'SCALE : 1/2"=1'-0"

METAL RAILING

AND INSTALL NEW

REMOVE EXISTING

CONCRETE STEPS

AND PLACE NEW

REMOVE EXISTING

ISOLATION JOINT

INSTALL

AND PAVEMENT

CONCRETE STEPS

AND PLACE NEW

REMOVE EXISTING

TO REMAIN

PAVEMENT

EXISTING

SIDEWALK

WALL TO REMAIN

EXISTING RETAINING

@ 1'-0" OC

DOWELS

INSTALL NEW

JOINT

ISOLATION

INSTALL

AND SLAB

CONCRETE STEPS

AND PLACE NEW

REMOVE EXISTING3'-10" +/- WIDE

NEW NOSINGS

INSTALL 3

JOINT

ISOLATION

INSTALL

METAL RAILING

AND INSTALL NEW

REMOVE EXISTING

COAT, AND REINSTALL

RAILING, POWDER

REMOVE EXISTING

JOINT

ISOLATION

INSTALL

14 TREADS = 11'-8"

T H

E X

G M

A T

C H

T H

E X

G M

A T

C H

3'-1" +/- WIDE

NEW NOSINGS

INSTALL 15

A C

Y V

A M

E D

A L C

E N

T E

10" (TYP)

DEMOLITION AND NEW WORK PLAN

N E

W W

O R

K P

L A

N S

'-1

T E P S '-9

'-4

WID

THEXIS

TIN

GMATCH W

BASE (TYP)

NEW RAILING

'-9

R E

A D

S 1' (T

YP)

METAL RAILING

AND INSTALL NEW

REMOVE EXISTING

2 TREADS = 1'-8"

10"

5'-0" +/-

P A

N D

S '-1

TO REMAIN

LANDING

CONCRETE

EXISTING

OF SLAB AND STEPS

JOINTS ALONG EDGES

INSTALL ISOLATION

SLAB

NEW

C C

E4 C-306

E1 C-306

SOLICITATION

7. SEE SHEET C-503 FOR RAILING DETAILS.

CLOSE TO THE APPROXIMATE WIDTHS INDICATED.

TO BE FURNISHED WITH STANDARD WIDTHS THAT ARE

NOSINGS WIDTHS ARE APPROXIMATE. THE NOSINGS ARE

6. FOR THE NOSINGS, SEE SECTION E8 ON SHEET C-306. THE

5. SEE SECTION A5 ON SHEET C-307 FOR THE DOWELS.

SECTIONS.

SEE SHEETS C-305 AND C-306 FOR NEW CONCRETE STEP

4. ALL REINFORCEMENT HAS NOT BEEN SHOWN FOR CLARITY.

SEE DETAIL A1 ON SHEET C-501.

PAVEMENT, CURBS, AND RETAINING WALLS TO REMAIN.

FOR THE STEPS AND EXISTING BUILDINGS AND CONCRETE

3. INSTALL ISOLATION JOINTS BETWEEN THE NEW CONCRETE

REMOVAL.

THAT IS TO REMAIN FLUSH WITH THE CONCRETE PRIOR TO

2. SAWCUT EXISTING RAILINGTO BE REMOVED IN CONCRETE

DOCK.

TO THE REMOVAL OF THE EXISTING STEPS, PAVEMENT, AND

1. SAWCUT CONCRETE STEPS, PAVEMENT, AND DOCK PRIOR

'-6

1'-6

E B

J P

V A

D M

A8 C-306

A M

D D

E D S

E C

N C

U T A

N D R

E V

E D G

E N

E R

A L S

H E

E T N

O T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

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C T N

D A

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A P

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US Army Corps of Engineers

US Army Corps

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A D

C -1 x x x .d g n

C O

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C-112

V A

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C K I S

L A

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R O

C K I S

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A C

P A

V E

M E

N T R

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F /0

A S S

H O

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A N

S A

F F

0 40'SCALE : 1"=20'-0" 10' 20'

P A

C E S '-0

9'-6" 6'

9'5'9'5'9'5'9'5'9'5'9'5'9'5'9'5'9'5'9'5'9' 5'

9' 5'

9'-6

5'-5" 8'-7"

8'-7"

9'-7"

5'-4"

9'-7"

5'-4"

9'-7"

5'-4"

9'-7"

5'-4"

9'-7"

5'-4"

9'-7"

5'-4"

9'-7"

'-0

GENERAL SHEET NOTES

LEGEND

HIGHWAY 6

BUILDING 51

PROPERTY LINE

GRASS

BUILDING 1

GRASS

SLAB

CRANE

PROPERTY LINE

GRASS

PCC

BUILDING 1

LOT E

12'12'

18'-6"

LOTS G & H

LOT I

PCC

LOT D

GARAGE

W E

A C

Y V

A M

E D

A L C

E N

T E

HANDICAP PARKING SPACE

NO PARKING ZONE

CROSS WALK ZONE

TRAFFIC ARROWS

LAYOUT CONTROL

POINT NO. NORTHING EASTING POINT NO. NORTHING EASTING POINT NO. NORTHING EASTING POINT NO. NORTHING EASTING

9 612355.34 2173558.01

8 612371.30 2173567.43

7 612377.47 2173565.79

6 612396.98 2173671.88

5 612389.56 2173779.50

4 612381.07 2173777.84

3 612369.18 2173788.32

2 612370.61 2173798.92

1 612409.47 2173821.38

18 612322.26 2173698.36

17 612328.52 2173685.71

16 612320.19 2173651.73

15 612313.85 2173636.94

14 612310.40 2173632.64

13 612321.67 2173626.45

12 612338.98 2173622.46

11 612324.30 2173566.42

10 612330.11 2173589.75

27 612332.74 2173802.12

26 612334.84 2173803.88

25 612323.82 2173762.13

24 612331.99 2173764.78

23 612335.30 2173761.60

22 612336.90 2173757.87

21 612331.15 2173746.88

20 612315.98 2173744.61

19 612322.04 2173745.02

34 612227.70 2173826.23

33 612229.20 2173831.99

32 612229.88 2173831.81

31 612233.54 2173833.95

30 612241.53 2173864.51

29 612313.00 2173845.11

28 612326.99 2173805.35

30' R

5' R

431' R

266' R

260' R

17 18

8' R

5' R 5' R

33 32

13' R

3' R

99'-8" +/-

N E

W W

O R

K L

A Y

O U

A N

D S

T R

G P

L A

NEW WORK LAYOUT AND STRIPING PLAN (BASE BID LOTS F, G, AND H)

SOLICITATION

V A

D M

'-9

" 1

E B

J P

F A

M D

E V

E D D

E N

N A

N D G

E N

E R

A L S

H E

E T N

O T

E S A

N D

EDGES, AND CORNERS. SEE THE GENERAL NOTES ON SHEET C-103.

PAVEMENT AND SIDEWALK THAT DIFFERS FROM EXISTING ALIGNMENTS,

6. THE COORDINATES INDICATED ARE FOR THE LAYOUT OF THE NEW

SPECIFICATIONS.

BE USED ON THE PAVEMENTS. SEE SECTION 32 17 23 OF THE PROJECT

SURFACES PRIOR TO APPLYING MARKINGS. PROPER MARKING PAINT IS TO

UNLESS OTHERWISE APPROVED BY THE KO. CLEAN AND DRY PAVEMENT

30 DAYS AND A MAXIMUM OF 60 DAYS AFTER THE PLACEMENT OF PAVEMENT,

5. PAVEMENT MARKINGS ARE TO BE APPLIED TO PAVEMENTS A MINIMUM OF

THE SAME COLOR AND WAY THAT THEY WERE PAINTED PRIOR TO REMOVAL.

PAVEMENTS THAT WERE PAINTED AND REMOVED ARE TO BE PAINTED IN

WALK MARKINGS ARE TO BE 2'-0" O.C. EXISTING CURBS, STEPS, AND OTHER

ARE TO BE WHITE. DIAGONAL NO PARKING ZONE AND INTERIOR CROSS

CROSS WALK, ARROW, STOP LINE, AND LETTER PAVEMENT MARKINGS

GARAGE AND 4" LIGHT BLUE LINES OUTSIDE OF THE PARKING GARAGE.

AND NO PARKING ZONES ARE TO BE 4" WHITE LINES WITHIN THE PARKING

MARKINGS ARE TO BE 4" WIDE YELLOW LINES. HANDICAP PARKING SPACES

4. ALL NON-HANDICAP PARKING SPACES AND NO PARKING ZONE PAVEMENT

LAYOUT AS INDICATED, UNLESS OTHERWISE APPROVED BY THE KO.

3. PARKING SPACES ARE TO BE 9' WIDE x 18'-0" DEEP CONFORMING TO THE

STATE AND LOCAL CODES.

2. INSTALL PAVEMENT MARKINGS AND HANDICAP COMPLIANT SIGNAGE PER

B, AND J. THE ESTIMATES ARE TO BE FIELD VERIFIED.

MARKINGS EXIST FOR THE PARKING RAMP AND 3,500' EXIST FOR LOTS A,

REMOVAL REQUIREMENTS. IT IS ESTIMATED THAT 12,000' OF PAVEMENT

32 17 23 OF THE PROJECT SPECIFICATIONS FOR THE PAVEMENT MARKINGS

THE PARKING RAMP AND ON THE WEST HALF OF LOT A. SEE SECTION

INSTALLING NEW PAVEMENT MARKINGS ON THE BOTTOM TWO TIERS OF

WITH NEW PAVEMENT MARKINGS INSTALLED PRIOR TO REMOVING AND

PARKING RAMP AND ON THE EAST HALF OF LOT A ARE TO BE REMOVED

MARKINGS. THE PAVEMENT MARKINGS ON THE TOP TWO TIERS OF THE

MARKINGS IS TO BE DONE PRIOR TO THE INSTALLATION OF NEW PAVEMENT

INSTALLED UNDER THE BASE BID. THE REMOVAL OF EXISTING PAVEMENT

B, AND J UNDER OPTION A. ALL OTHER PAVEMENT MARKINGS ARE TO BE

MARKINGS FOR ALL FOUR TEIRS OF THE PARKING RAMP AND FOR LOTS A,

1. REMOVE EXISTING PAVEMENT MARKINGS AND INSTALL NEW PAVEMENT

S O

A T

N N

E N

A M

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C K

D B

D E

N E

D B

D E

S C

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A R

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A T

S U

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D B

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A C

P A

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M E

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S A

F F

N E

W W

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K S

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N S

D E

M O

N A

N D

SCALE : NO SCALE

DEMOLITION SECTION

SCALE : NO SCALE

NEW WORK SECTION

RAILING TO REMAIN

WALL AND METAL

EXISTING RETAINING

TO REMAIN

SIDEWALK

EXISTING

TO REMAIN

AND CONCRETE

EXISTING METAL RAILING

RAILING TO REMAIN

WALL AND METAL

EXISTING RETAINING

TO REMAIN

SIDEWALK

EXISTING

2H :1V

A C

Y V

A M

E D

A L C

E N

T E

GUTTER ON 2" OF NEW SAND

PAVEMENT AND CURB AND

PLACE NEW 8" CONCRETE

GUTTER ON 2" OF NEW SAND

PAVEMENT AND CURB AND

PLACE NEW 8" CONCRETE

TO A DEPTH OF 10"

COURSE, AND/OR SUBGRADE

PAVEMENT AND CURBS, BASE

REMOVE EXISTING CONCRETE

SUBGRADE TO A DEPTH OF 10"

AND CURBS, BASE COURSE, AND/OR

OVERLAY, CONCRETE PAVEMENT

REMOVE EXISTING ASPHALT

DURING CONSTRUCTION

TO REMAIN. PROTECT

EXISTING EVERGREEN

STRIP MISCELLANEOUS VEGETATION

EXISTING TREE AND BUSHES AND

PAVERS AND MULCH, CLEAR AND GRUB

REMOVE EXISTING LANDSCAPING

SUBGRADE TO A DEPTH OF 10"

AND CURBS, BASE COURSE, AND/OR

OVERLAY, CONCRETE PAVEMENT

REMOVE EXISTING ASPHALT

TO REMAIN

SIDEWALK

EXISTING

WORK PLAN, SHEET C-104

TREE AND BUSHES. SEE NEW

INSTALL NEW LANDSCAPING

GUTTER ON 2" OF NEW SAND

PAVEMENT WITH CURB AND

PLACE NEW 8" CONCRETE

NEW SAND AND PAVEMENT

PRIOR TO PLACEMENT OF

COURSE AND/OR SUBGRADE

COMPACT EXISTING BASE

TO REMAIN

SIDEWALK

EXISTING

EXISTING PLASTIC FENCE

TEMPORARILY STORE

REMOVE, SALVAGE, AND

TO REMAIN

CONCRETE

RAILING AND

EXISTING METAL

FRENCH STORM DRAIN

SLAB, METAL RAILING, AND

REMOVE EXISTING CONCRETE

PLASTIC FENCE

INSTALL SALVAGED

AGGREAGE BASE COURSE

CURB AND GUTTER ON NEW

PLACE NEW 8" CONCRETE

NEW SAND AND PAVEMENT

PRIOR TO PLACEMENT OF

COURSE AND/OR SUBGRADE

COMPACT EXISTING BASE

9'-5" +/-

48"

30'

STORM DRAIN TO REMAIN WITH CONCRETE

SECTION E1 ABOVE. SEAL THE END OF THE

NEW 48"AGGREGATE BASE COURSE. SEE

REMOVE 1' PAST THE EAST EDGE OF THE

STORM DRAIN PIPE. SIZE UNKNOWN.

REMOVE AND DISPOSE OF EXISTING

GRADE

EXISTING

COURSE AND SLAB

NEW AGGREGATE BASE

PRIOR TO PLACEMENT OF

COMPACT EXISTING SUBGRADE

ON THE SECTION LINE CUT AS SHOWN ON SHEET C-102.

AND STORM DRAIN PIPE SHOWN ARE NOT LOCATED DIRECTLY

THE EVERGREEN, STONE RETAINING WALL, CONCRETE SLAB,

NOTE:

LINE CUT AS SHOWN ON SHEET C-102.

THE EVERGREEN IS NOT LOCATED DIRECTLY ON THE SECTION

NOTE:

EACH WAY

12" O.C.

#4 BARS @

SOLICITATION

SHEET C-110

SEE PLAN A1 ON

OF CRANE SLAB.

ALONG WEST EDGE

INSTALL TIE BARS

WASHED RIVER ROCK

THICK LAYER OF NEW

FABRIC AND PLACE A 6"

INSTALL NEW GEOTEXTILE

FINISHED GRADE.

THE PLACEMENT OF FILL FOR BONDING

SCARIFY THE EXISTING SOIL PRIOR TO

SLOPE. SEE PLAN A6 ON SHEET C-111.

PLACE AND COMPACT FILL TO CREATE 2H:1V

V A

D M

A N

J P

PAD EXCEPT AS INDICATED ON SHEET C-104

COURSE 48" FROM ALL EDGES OF THE CRANE

BASE COURSE. EXTEND AGGREGATE BASE

ON 48" OF REUSED OR NEW AGGREGATE

PLACE NEW 12" CONCRETE CRANE SLAB

A M

E V

E D N

O T

E N

E D A

G G

R E

G A

T E B

A S

E C

O U

R S

E P

L A

C E

M E

N T

A N

D M

O V

E D D

E N

EXISTING EVERGREEN

LOCATED AROUND THE

STONE RETAINING WALL

STONES OF THE EXISTING

TEMPORARILY STORE THE

REMOVE, SALVAGE, AND

THE FACILITY GENERAL ENGINEER THROUGH THE KO

CONSTRUCTION OF THE STONE RETAINING WALL WITH

EXISTED PRIOR TO REMOVAL. COORDINATE THE

AROUND THE EVERGREEN SIMILAR TO THE WAY IT

GROUT TO CONSTRUCT A STONE RETAINING WALL

EVERGREEN. INSTALL SALVAGED STONES AND PLACE

CONSTRUCTION. DO NOT PLACE FILL AROUND THE

EXISTING EVERGREEN TO REMAIN. PROTECT DURING

E B

M D

E V

E D N

O T

E S

J P

F S

O L

A T

N N

E N

A M

D W

N B

C K

D B

D E

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D B

D E

S C

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A R

K D

A T

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T E

D B

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C A

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A T

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US Army Corps of Engineers

US Army Corps

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C T C

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C-306

V A

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C K I S

L A

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C K I S

L A

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T R

U .S

A R

M Y C

O R

P S O

F E

N G

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R S

A C

P A

V E

M E

N T R

E P

V A

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F /0

A S S

H O

W N

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E P

T O

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E R

A N

S A

F F

D E

M O

N A

N D

N E

W W

O R

K S

E C

SCALE : NO SCALE E4

NEW WORK SECTION

SCALE : NO SCALE E8

NEW WORK SECTION

SCALE : NO SCALE

W E

REBAR

#3 NOSING

SLOPE TO DRAIN

SHT C-307)

(SEE A5 ON

DOWELS

SMOOTH

A C

Y V

A M

E D

A L C

E N

T E

JOINT

ISOLATION

NEW WORK SECTION

DEMOLITION AND NEW WORK SECTION

0 1' 2' 4'SCALE : 1/2"=1'-0"

"16 712'-2

" = 12'-3"2

114 TREADS @ 10

JOINTS

ISOLATION

@ 12" O.C.

#4 BARS

@ 12" O.C.

#4 BARS

C-306

E R

C-306

LANDING DURING CONSTRUCTION

REMAIN. TEMPORARILY SUPPORT

EXISTING CONCRETE LANDING TO

DURING CONSTRUCTION

TO REMAIN. PROTECT

WALL AND RAILING

EXISTING RETAINING

5' +/-

CONCRETE STEPS

AND PLACE NEW

REMOVE EXISTING

C L

OF THE PROJECT SPECIFICATIONS

SURFACE. SEE SECTION 05 50 13

NOSING WITH ABRASIVE TOP

PREFABRICATED ALUMINUM

@ 12" O.C.

#4 BARS

VARIES

V A

JOINT

ISOLATION

SHEET C-307

SECTION A5 ON

SMOOTH DOWELS. SEE

3" CL.

TO PLACEMENT OF NEW BASE AND SLAB

BASE COURSE. COMPACT SUBGRADE PRIOR

SLAB ON REUSED OR NEW 4" AGGREGATE

DEPTH OF 10" AND PLACE NEW 6" CONCRETE

BASE COURSE, AND/OR SUBGRADE TO A

REMOVE EXISTING CONCRETE SLAB,

SHEET C-503

SEE DETAILS ON

STEEL PIPE RAILING.

INSTALL NEW 2" O.D.

REMOVE EXSTING AND

C-503

TYP

11" 7"

ON SHEET C-503

SEE DETAIL D6

NEW RAILING BASE.

AND REINSTALL IN KIND. SEE NOTES

THE KO. SALVAGE REMOVED BRICKS

TO COMPETENT BRICK AS APPROVED BY

BELOW THE BOTTOM OF THE STEPS OR

REMOVE A MAXIMUM OF 3 BRICK UNITS

PLACE NEW CONCRETE STEPS

EXISTING CONCRETE STEPS AND

SAWCUT AND REMOVE

SQUARE FEET. FIELD VERIFY ESTIMATE IN COORDINATION WITH THE KO.

2. THE ESTIMATED AMOUNT OF BRICK REMOVAL AND REINSTALLATION IS 15

OTHER BRICK IS TO REMAIN AND BE PROTECTED.

THE EXISTING TOP CONCRETE STEPS TO BE REMOVED AS INDICATED. ALL

1. THE REMOVAL AND REINSTALLATION OF BRICK IS ONLY TO OCCUR UNDER

NOTES:

BRICK UNITS

REINSTALL

REMOVE AND

THIS SHEET

SEE SECTION E1

#4 BARS, 3" CL.

THIS SHEET

SEE SECTION E1

#4 BARS, 3" CL.

4" 4"

(TYP)

@ 12" O.C.

SMOOTH DOWEL

NEW RAILING

4' +/-

3'-0"

#4 BARS

PROTECTED (TYP)

TO REMAIN AND BE

EXISTING BRICK

(TYP)

DEVELOPMENT

3'-0" FOR BOND

OVERLAY #4 BARS

(TYP)

WITH BRICK FACE

CONCRETE WALL

EXISTING

SOLICITATION

(TYP OF 4)

CONCRETE WALL

4" INTO EXISTING

AND INSTALL #4 BAR

PLACE EPOXY GROUT,

DRILL, CLEAN HOLE,

(TYP OF 4)

CONCRETE WALL

4" INTO EXISTING

AND INSTALL #4 BAR

PLACE EPOXY GROUT,

DRILL, CLEAN HOLE,

V A

D M

SCALE : NO SCALEA8

SECTION

NEW RAILING

AGGREGATE BASE COURSE

4" OF REUSED OR NEW

JOINT

ISOLATION

#4 BAR

STEP

NEW CONCRETE

BRICK IN KIND

AND REINSTALL

REMOVE, SALVAGE,

WALL

CONCRETE

EXISTING

WALL

CONCRETE

EXISTING

TO REMAIN

BRICK FACE

TO REMAIN

BRICK FACE

E B

J P

F A

M D

D D

E D N

O T

E A

N D S

E C

BOND (TYP)

CONCRETE TO CREATE

PRIOR TO PLACEMENT OF

EXISTING CONCRETE WALL

ROUGHEN TOP OF

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

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A R

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A T

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D B

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A T

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US Army Corps of Engineers

US Army Corps

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C O

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C-501

V A

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C K I S

L A

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R O

C K I S

L A

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T R

U .S

A R

M Y C

O R

P S O

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V A

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F /0

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F F

N E

W W

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K D

E T

AROUND

5 - #6 EQ. SP.

AROUND

8 - #4B EQ. SP.

2'-6" DIA.

C L

3" CL.

(TYP)

BOLLARD (TYP)

CONCRETE

NEW DECORATIVE

1'-2" DIA

C8 C-307

AREAS

SEED DISTURBED

RESTORE AND

(T Y

CONSTRUCTION JOINT

CONTRACTION JOINT

JOINT

BACKER ROD TO FIT SNUG IN

NON-MOISTURE ABSORBITIVE

TOP OF PAVEMENT (TYP)

" RECESSED BELOW8

1UP TO

JOINT SEALANT FLUSH OR

ISOLATION JOINT

TOP OF PAVEMENT (TYP)

" RECESSED BELOW8

1UP TO

JOINT SEALANT FLUSH OR

TO ASTM D 4819, TYPE II (TYP)

JOINT FILLER CONFORMING

PREFORMED EXPANSION

JOINT

BACKER ROD TO FIT SNUG IN

NON-MOISTURE ABSORBITIVE

TOP OF PAVEMENT (TYP)

" RECESSED BELOW8

1UP TO

JOINT SEALANT FLUSH OR

SAWCUT 1"

SLOPE 1V:12H MAX.

NEW CONCRETE SIDEWALK

NEW CONTRACTION JOINT

SECTION 32 13 13

SEE THE PROJECT SPECIFICATIONS,

INSTALL DETECTABLE WARNING.

NEW PCC PAVEMENT

PCC BASE

WITH CONCRETE

STEEL PIPE FILLED

"2 15 "2

16 "2

SHALL BE YELLOW

SPECIFICATIONS. COLOR

PER MANUFACTURER'S

POLYETHYLENE SLEEVE

MAINTENANCE FREE

ISOLATION JOINT (TYP)

ROUND PCC TOP

PAVEMENT

TOP OF NEW

" DIA2

11'-5

PROJECT SPECIFICATIONS.

WITH CONCRETE. SEE THE

STEEL PIPE SHALL BE FILLED

NOTE:

SCALE : NO SCALEE1

ADA RAMP DETAIL

PIPE BOLLARD DETAIL

SCALE : NO SCALEA4

DECORATIVE BOLLARD DETAIL

SCALE : NO SCALE

JOINT DETAILS

SCALE : NO SCALE

A C

Y V

A M

E D

A L C

E N

T E

W E

SOLICITATION

FOR 12" CRANE SLAB

AND SLABS, AND 3"

FOR 6" SIDEWALKS

18" PAVEMENT, 1

SAWCUT 2" FOR

V A

D M

SCALE : NO SCALEE6

DETAIL

TO A DEPTH OF 10" (TYP)

BASE COURSE AND/OR SUBGRADE

OVERLAY, CONCRETE PAVEMENT,

REMOVE EXISTING ASPHALT

CONCRETE CAP

REMOVE EXISTING

CONCRETE TRENCH

REMOVE EXISTING

ASBESTOS CONTAINING WRAP

MAIN WRAPPED WITH AN

EXISTING 2" ABANDONED WATER

SAWCUT AND REMOVE 55' OF

6" (TYP)

E B

J P

F A

M D

D D

E D D

E T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K D

A T

S U

B M

T E

D B

P L

O T S

C A

L E

P L

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A T

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US Army Corps of Engineers

US Army Corps

P R

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C T C

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SHEET ID

B5VADMIC201901_G-002xxx

B5VADMIC201901__C-102.pdf

B5VADMIC201901_C-102xxx

B5VADMIC201901__C-103.pdf

B5VADMIC201901_C-103xxx

B5VADMIC201901__C-104.pdf

B5VADMIC201901_C-104xxx

B5VADMIC201901__C-105.pdf

B5VADMIC201901_C-105xxx

B5VADMIC201901__C-106.pdf

B5VADMIC201901_C-106xxx

B5VADMIC201901__C-108.pdf

B5VADMIC201901_C-108xxx

B5VADMIC201901__C-112.pdf

B5VADMIC201901_C-112xxx

B5VADMIC201901__C-301.pdf

B5VADMIC201901_C-301xxx

B5VADMIC201901__C-306.pdf

B5VADMIC201901_C-306xxx

B5VADMIC201901__C-501.pdf

B5VADMIC201901_C-501xxx

File details come from the government source that posted it. Updated Feb 12, 2020.