36C25218B0789-00002001.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Bid SetOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD

CIVIL ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Ave, Suite 100 Indianapolis, IN 46204

(317) 800-6388

ELECTRICAL ENGINEER:

Ring & DuChateau, LLP.

17400 West Capitol Drive Brookfield, WI 53045

(414) 778-1700

Repair Site Drainage Bldg 7

Clement J. Zablocki VA Medical Center

695-18-105

Project Director

3/9/2018 CMB DSMRevisions: Date:

SURVEYOR:

raSmith 16745 West Bluemound Road Brookfield, WI 53005

(262) 781-1000

0 2010

N

CS101

SITE PLAN

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 9"

AutoCAD SHX Text 31"

AutoCAD SHX Text M

AutoCAD SHX Text 13"

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CONCRETE

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CONC

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CONCRETE

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CONCRETE

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CONCRETE

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WOOD FENCE

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TUNNEL

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DOWNSPOUTS ENTER GROUND OR GO BELOW DECK

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DOWNSPOUTS ENTER GROUND OR GO BELOW DECK

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DECK

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DECK

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DECK

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STAIRS

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STAIRS

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STAIRS

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CONCRETE

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ASPHALT

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CANOPY

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CANOPY

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CANOPY

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CANOPY

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CANOPY

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ASPHALT

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3 STORY BRICK BUILDING #7

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BOLLARD

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SIGN

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SIGN

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TRANSFORMER

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BOLLARD

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A/C UNIT

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POST INDICATOR VALVES

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TUNNEL A

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CONCRETE

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3 STORY BRICK BUILDING

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3 STORY BRICK BUILDING

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STAIRS

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TUNNEL B

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TUNNEL VENT

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CONCRETE

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TUNNEL C

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PER PLAN

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SET BENCHMARK N FLNG BOLT E: 681.46'

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MARKED TELEPHONE

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DOWNSPOUT EXTENSION DISCHARGE EL. = 677.26

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DOWNSPOUT

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WINDOW WELL

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WALL MOUNTED STAND PIPE

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DOWNSPOUT DISCHARGE EL. = 670.88

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DOWNSPOUT DISCHARGES JUST BELOW CANOPY

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RAMP

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APPROXIMATE LIMITS OF BASEMENT WALL

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SITE PLAN KEYNOTES

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1. CONCRETE SIDEWALK. CONCRETE SIDEWALK. 2. REINSTALL SALVAGED WOODEN RAMP, RAILINGS, AND SUPPORTS. REINSTALL SALVAGED WOODEN RAMP, RAILINGS, AND SUPPORTS. 3. WATERPROOF EXTERIOR FACE OF WALL, SEE DETAIL ON SHEET WATERPROOF EXTERIOR FACE OF WALL, SEE DETAIL ON SHEET CS401. 4. REINSTALL SALVAGED SIGN. REINSTALL SALVAGED SIGN. 5. CONCRETE PAVEMENT CONCRETE PAVEMENT 6. RIPRAP SPLASHPAD RIPRAP SPLASHPAD 7. APPLY 2" SOD PER SPECIFICATIONS APPLY 2" SOD PER SPECIFICATIONS 8. REINSTALL SALVAGED CANOPYREINSTALL SALVAGED CANOPY

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AMENDMENT A00002

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AutoCAD SHX Text 5/8/2018

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Bid SetOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD

CIVIL ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Ave, Suite 100 Indianapolis, IN 46204

(317) 800-6388

ELECTRICAL ENGINEER:

Ring & DuChateau, LLP.

17400 West Capitol Drive Brookfield, WI 53045

(414) 778-1700

Repair Site Drainage Bldg 7

Clement J. Zablocki VA Medical Center

695-18-105

Project Director

3/9/2018 CMB DSMRevisions: Date:

SURVEYOR:

raSmith 16745 West Bluemound Road Brookfield, WI 53005

(262) 781-1000 CS501

SITE DETAILS

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12" SUMP DEPTH

AutoCAD SHX Text NOTE YARD DRAIN CONFIGURATION IS TO BE PROVIDED PER INVERTS AND CASTING ELEVATIONS SHOWN ON UTILITY PLAN

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%%U12" YARD DRAIN

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DOMED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. IN NON-PAVED AREAS

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CRUSHED GRAVEL, WISDOT 301.2

AutoCAD SHX Text %%UBASEMENT WAtERPROOFING SECTION

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EXISTING STONE FOUNDATION WALL TO REMAIN

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NEW FILTER FABRIC OVER DRAIN TILE

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SEE SHEET CU201 FOR PIPE SIZE

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COMPACTED GRANULAR FILL " TO " WASHED 34" TO " WASHED 12" WASHED STONE

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EXTENT OF SOIL EXCAVATION FOR BACKFILL.

AutoCAD SHX Text APPLY POLYURETHANE, TWO-PART, SPRAY APPLIED 1" THICK CLOSED CELL WATERPROOFING TO FOUNDATION WALL PRIOR TO FILL. SEE SPECIFICATIONS

AutoCAD SHX Text EXCAVATE IN LIFTS. SECTION VOLUMES OF EXCAVATION TO NOT DISTURB WALL-BACK FILL WITH COMPACTED LIFTS WITH REMOVED SOIL.

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SLOPE PER CG101

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NTS

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NTS

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CONCRETE SIDEWALK

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS. 5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

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1" SCORED OR SAWCUT CONTRACTION JOINT.

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TOP OF CURB

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1/4" DEEP SCORED JOINTS

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1/4" R. (TYP.) FORMED JOINTS ONLY

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CLASS "B" CONCRETE

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EXPANSION JOINT WITH 1/4" BITUMINOUS JOINT FILLER

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

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10.5' MAX.

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TYPICAL SECTION

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EXPANSION AND SCORED JOINT DETAIL

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EXPANSION JOINT TO EXPANSION JOINT

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EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN

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BUILDING OR COLUMN FACE

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EXISTING DOWNSPOUT, VARIABLE DIAMETER AND SHAPE

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BUTYL RUBBER FLEXIBLE ADAPTER WITH 2 WORM SCREW FASTENER RINGS

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CORRUGATED BUTYL RUBBER, SOLID, BLACK, EXTENSION CONDUIT

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NTS

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DOWNSPOUT EXTENDER

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EXISTING GROUND

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RIPRAP SPLASHPAD

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NTS

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GEOTEXTILE FABRIC

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EXISTING GROUND

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8" HDPE PIPE

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STORMWATER CLEANOUT IN NON-PAVED AREA

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NTS

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EAST JORDAN IRONWORKS MODEL 1570 CASTING (OR APPROVED EQUAL)

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ADJACENT GRASS, STONE, OR MULCH SURFACE

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AMENDMENT A00002

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Bid SetOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD

CIVIL ENGINEER:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Ave, Suite 100 Indianapolis, IN 46204

(317) 800-6388

ELECTRICAL ENGINEER:

Ring & DuChateau, LLP.

17400 West Capitol Drive Brookfield, WI 53045

(414) 778-1700

Repair Site Drainage Bldg 7

Clement J. Zablocki VA Medical Center

695-18-105

Project Director

3/9/2018 CMB DSMRevisions: Date:

SURVEYOR:

raSmith 16745 West Bluemound Road Brookfield, WI 53005

(262) 781-1000 GI101

GENERAL NOTES

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ASPHALT LIMITS

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CONCRETE LIMITS

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GRAVEL LIMITS

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CONSTRUCTION FENCE

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TREE PROTECTION

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SANITARY SEWER

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UNDERGROUND ELECTRIC

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STORM SEWER

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WATER MAIN

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UNDERGROUND COMMUNICATIONS

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DIRECTION OF FLOW

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MATCH EXISTING GRADE

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TOP OF CURB GUTTER

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INLET PROTECTION

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PERMANENT SEEDING

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CONCRETE WASHOUT AREA

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CONSTRUCTION STAGING AREA

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TC 643.50 GU 643.00

AutoCAD SHX Text 640.00

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PROPOSED MINOR CONTOUR

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PROPOSED MAJOR CONTOUR

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SANITARY FORCE MAIN

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SANITARY STRUCTURE

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STORM STRUCTURES

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SILT FENCE

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BUILDING LIMITS

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ASPHALT RESURFACING LIMITS

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LIGHT POLE

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SIGN

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XX LF OF XX" WM

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XX LF OF XX" PVC

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XX LF OF X" RCP @ X.XX%

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@ X.XX%X.XX%

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WV

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WATER TEE, BENDS

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WATER MAIN VALVE

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RAMP REMOVAL

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SPOT ELEVATION

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CLEANOUT

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FIRE HYDRANT

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FIRE MAIN

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GAS MAIN

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FIBER OPTIC

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ROOF DRAIN

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CENTERLINE

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FEMA FLOOD ZONE

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PARKING BUMPER

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SECTION NAME

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SECTION LOCATED ON SHEET NO.

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WATER MAIN REDUCER

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PROPOSED LEGEND

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UNDER DRAIN

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SUPER SILT FENCE

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CO

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IP

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CS501

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TOP OF CURB EDGE OF PAVEMENT

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TC 643.50 EP 643.00

AutoCAD SHX Text GENERAL 1. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. FOR VIEWING CLARITY OF THESE PLANS, PIPES OR STRUCTURES MAY FOR VIEWING CLARITY OF THESE PLANS, PIPES OR STRUCTURES MAY NOT BE DRAWN TO SCALE. 3. UTILITIES INDICATED ON PLANS MAY NOT BE COMPLETE INVENTORY OF UTILITIES INDICATED ON PLANS MAY NOT BE COMPLETE INVENTORY OF UTILITIES CURRENTLY ON OR NEAR SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PUBLIC AND PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING CONSTRUCTION. 4. SIZE AND LOCATIONS OF UTILITIES INDICATED ON THESE PLANS ARE SIZE AND LOCATIONS OF UTILITIES INDICATED ON THESE PLANS ARE APPROXIMATE. DETERMINE AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 5. DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO ATTENTION OF ENGINEER OF RECORD AND COR PRIOR TO CONSTRUCTION SO THAT REDESIGN OR CLARIFICATION MAY OCCUR. 6. PROVIDE TEMPORARY TRAFFIC CONTROL SIGNAGE, BARRICADES, PROVIDE TEMPORARY TRAFFIC CONTROL SIGNAGE, BARRICADES, PATHWAYS, ETC. REQUIRED TO MAINTAIN PEDESTRIAN AND VEHICLE ACCESS IN AND AROUND AREAS OF CONSTRUCTION. TEMPORARY TRAFFIC CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO WORK INDICATED ON DRAWINGS. 7. 8. PROVIDE GROUND WATER DEWATERING, TRENCH DEWATERING AND PROVIDE GROUND WATER DEWATERING, TRENCH DEWATERING AND SURFACE WATER CONTROL. GROUND WATER DEWATERING SHALL BE MAINTAINED OPERATIONAL UNTIL UTILITIES ARE INSTALLED; BACKFILLED AND PERMANENT PUMPS IN STRUCTURES ARE OPERATING AND FUNCTIONAL. PROVIDE TEMPORARY PUMPS INSIDE AND OUTSIDE EACH STRUCTURE THROUGHOUT CONSTRUCTION TO PROTECT NEW AND EXISTING CONSTRUCTION FROM DAMAGE. PROVIDE BERMS, DRAIN PIPES, AND DIVERSIONS NECESSARY TO DIVERT SURFACE WATER AWAY FROM TRENCHES. DEMOLITION 1. DEMOLISHED MATERIAL TO BECOME PROPERTY OF CONTRACTOR, UNLESS DEMOLISHED MATERIAL TO BECOME PROPERTY OF CONTRACTOR, UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFFSITE. 2. COORDINATE WORK ASSOCIATED WITH REMOVAL, RELOCATION, AND COORDINATE WORK ASSOCIATED WITH REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANY AND COR. 3. EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES SHOWN EXISTING UNDERGROUND ELECTRIC AND TELEPHONE CABLES SHOWN ABANDONED IN PLACE MAY BE CUT AS NECESSARY TO FACILITATE CONSTRUCTION ACTIVITIES. ENSURE LINES ARE NOT ACTIVE PRIOR TO CUTTING. 4. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 5. REPAIR DAMAGE TO EXISTING BUILDINGS AND/OR SITE ENTITIES THAT REPAIR DAMAGE TO EXISTING BUILDINGS AND/OR SITE ENTITIES THAT ARE TO REMAIN. 6. CONCRETE SHALL BE SAWCUT TO NEAREST CONCRETE JOINT BEYOND CONCRETE SHALL BE SAWCUT TO NEAREST CONCRETE JOINT BEYOND LIMITS ILLUSTRATED. 7. COORDINATE SHUTDOWN AND STARTUP OF UTILITIES WITH COR. COR COORDINATE SHUTDOWN AND STARTUP OF UTILITIES WITH COR. COR SHALL BE RESPONSIBLE FOR SHUTDOWNS AND START UP OF EXISTING SYSTEMS. CONTRACTORS SHALL HAVE PERSONNEL ON-SITE AT TIME OF START UP TO ASSIST WITH START UP OF ANY SYSTEMS. EXCAVATED SPOILS 1. DO NOT USE SOD FOR FILL. DO NOT USE SOD FOR FILL. 2. LAWN AREAS: REUSE SUITABLE EXCAVATED SPOILS. LAWN AREAS: REUSE SUITABLE EXCAVATED SPOILS. 3. TEST EXCAVATED SPOILS FOR WASTE PROTOCOL 8, ONE SAMPLE PER TEST EXCAVATED SPOILS FOR WASTE PROTOCOL 8, ONE SAMPLE PER 50' TRENCH LENGTH. 4. DISPOSE SPOILS AT LEGALLY APPROVED SITE. DISPOSE SPOILS AT LEGALLY APPROVED SITE. 5. REFER TO SPEC 31 20 00 ARTICLE 3.5 FOR OFFSITE REQUIREMENTS REFER TO SPEC 31 20 00 ARTICLE 3.5 FOR OFFSITE REQUIREMENTS FOR UNSUITABLE SOILS. SITE PLAN 1. DIMENSIONS ARE TO BACK OF CURB. WHEN CURBS ARE NOT PRESENT, DIMENSIONS ARE TO BACK OF CURB. WHEN CURBS ARE NOT PRESENT, DIMENSION ARE TO EDGE OF PAVEMENT. 2. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON SITE PRIOR TO CONTRACTOR SHALL FIELD VERIFY DIMENSIONS ON SITE PRIOR TO CONSTRUCTION AND IDENTIFY DISCREPANCIES TO ENGINEER OF RECORD AND COR. 3. WHERE WORK IS DONE IN EXISTING AREAS, EXISTING FINISHED WHERE WORK IS DONE IN EXISTING AREAS, EXISTING FINISHED CONDITIONS ARE TO BE REPAIRED OR REPLACED. THESE FINISHED CONDITIONS ARE TO MATCH EXISTING UNLESS ORWISE NOTED. GRADING 1. ENSURE THAT POSITIVE DRAINAGE IN IMPROVED AREAS. TEST AND ENSURE THAT POSITIVE DRAINAGE IN IMPROVED AREAS. TEST AND CORRECT ANY PONDING CONDITIONS. 2. GRADES AT PROJECT BOUNDARY OR PROPERTY LINE SHALL MEET GRADES AT PROJECT BOUNDARY OR PROPERTY LINE SHALL MEET EXISTING GRADES. 3. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. FILL AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. 4. CONTOURS ARE SHOWN AS REFERENCE TO MEET JURISDICTIONAL CONTOURS ARE SHOWN AS REFERENCE TO MEET JURISDICTIONAL REQUIREMENTS. GRADE SITE PER PROPOSED SPOT GRADE ELEVATIONS. UTILITIES 1. EXISTING UTILITY LINES SHALL BE FULLY PROTECTED AND EXISTING UTILITY LINES SHALL BE FULLY PROTECTED AND SUPPORTED/SHORED DURING CONSTRUCTION TO KEEP LINES IN SERVICE AND TO PREVENT DAMAGE. WHERE NEW UNDERGROUND UTILITIES ARE TO BE INSTALLED BELOW EXISTING UTILITIES, SUPPORT EXISTING LINES IN PLACE. PROVIDE RESTRICTION OF BOTH HORIZONTAL AND VERTICAL MOVEMENT OF UTILITY. AFTER NEW UTILITIES HAVE BEEN INSTALLED, EXISTING UTILITIES SHALL BE BACKFILLED IN SAME MANNER AS THAT SPECIFIED FOR NEW UTILITIES. PROVIDE FLOWABLE CONCRETE FILL DIRECTLY BENEATH EXISTING UTILITIES, PAVEMENT, AND STRUCTURES WHERE SPECIFIED COMPACTION REQUIREMENTS CANNOT BE ACHIEVED. . 2. NOTIFY UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION TO NOTIFY UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION TO VERIFY UTILITIES THAT MIGHT BE PRESENT ON SITE. 3. PROVIDE ADEQUATE SHEETING, SHORING, AND DEWATERING IN TRENCHES PROVIDE ADEQUATE SHEETING, SHORING, AND DEWATERING IN TRENCHES AND EXCAVATIONS AS NECESSARY IN ACCORDANCE WITH OSHA. CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY OF SHEETING, SHORING, AND DEWATERING. 4. EXISTING UNDERGROUND UTILITIES (STORM, WATER, SANITARY SEWER, EXISTING UNDERGROUND UTILITIES (STORM, WATER, SANITARY SEWER, GAS, DUCTBANK, ELECTRIC, TELEPHONE, STEAM, CONDENSATE, ETC.) SHOWN ON PLANS AND CORRESPONDING PROFILES HAVE BEEN BASED ON SURVEY, PREVIOUS PLANS AND BEST AVAILABLE INFORMATION, BUT SHOULD NOT BE ASSUMED TO BE ACCURATE. PROVIDE UNDERGROUND LOCATES FOR UTILITY CROSSINGS SHOWN AND NOT SHOWN ON PLANS/PROFILES. HAND DIG WHERE NECESSARY TO DETERMINE ACTUAL LOCATION OF UTILITIES SHOWN ON PLANS OR FIELD LOCATED BY DIGGERS HOTLINE. 5. WHERE CONSTRUCTION IS IN VICINITY OF EXISTING PIPING, LOCATION WHERE CONSTRUCTION IS IN VICINITY OF EXISTING PIPING, LOCATION AND ELEVATION OF EXISTING PIPING AND STRUCTURES SHALL BE FIELD VERIFIED BY CONTRACTOR. IF ANY DISCREPANCIES ARE FOUND, ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 6. WORK SHALL BE PERFORMED IN SAFE MANNER. SAFETY RULES AND WORK SHALL BE PERFORMED IN SAFE MANNER. SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED. CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES TO HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING WORK. 7. MEASUREMENTS AND SLOPES SHOWN ARE FROM CENTER OF STRUCTURE MEASUREMENTS AND SLOPES SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 8. UTILITIES SHOWN ARE AS REPORTED TO DESIGN TEAM AND INDICATED ON UTILITIES SHOWN ARE AS REPORTED TO DESIGN TEAM AND INDICATED ON EXISTING UTILITY BASE PLAN. UTILITIES THAT HAVE BEEN VERIFIED ARE MARKED AS SUCH ON THE PLANS. THOSE THAT ARE NOT MARKED HAVE NOT BEEN VERIFIED. 9. CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE ADVANCED NOTICE TO CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE ADVANCED NOTICE TO TO PROVIDE ADVANCED NOTICE TO DIGGER'S HOTLINE/PRIVATE LINES AND PAY FOR PRIVATE UTILITY AND PAY FOR PRIVATE UTILITY LOCATION SERVICES NOT LESS THAN THREE WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION. 10. MAINTAIN ACCOUNTABILITY FOR TOOLS ON JOBSITE. TOOLS SHALL REMAIN MAINTAIN ACCOUNTABILITY FOR TOOLS ON JOBSITE. TOOLS SHALL REMAIN IN CONTRACTOR'S POSSESSION OR WITHIN SECURED CONTAINER WHEN NOT IN USE DUE TO ENVIRONMENT OF JOB SITE. UTILITY ISSUES IF UNDOCUMENTED BURIED UTILITIES ARE ENCOUNTERED DURING EXCAVATION, IMMEDIATELY CALL GRAPHICS AND COR: VA GRAPHICS CENTER ZABLOCKI VA PHONE: 414-384-2000 EXT. 41010 414-384-2000 EXT. 41010 PRIVATE UTILITY COMPANIES FAMILIAR WITH VA GROUNDS ALL LINES UTILITY SERVICES 414-302-9750 OR PRIVATE LINES INC. 888-246-0220 EROSION CONTROL 1. PROVIDE SEED MIXES PER SPECIFICATIONS. PROVIDE SEED MIXES PER SPECIFICATIONS. 2. CONTRACTOR SHALL EMPLOY EROSION CONTROL METHODS AS SHOWN CONTRACTOR SHALL EMPLOY EROSION CONTROL METHODS AS SHOWN AND SPECIFIED IN WISCONSIN DEPARTMENT OF NATURAL RESOURCES CONSTRUCTION SITE TECHNICAL STANDARDS AND WISDOT EROSION CONTROL PRODUCT ACCEPTABILITY LISTS. 3. EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD EROSION CONTROL MEASURES SHALL BE ADJUSTED TO MEET FIELD CONDITIONS AT TIME OF CONSTRUCTION AND SHALL BE INSTALLED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON SITE. 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION AFTER A RAINFALL OF 0.5 INCHES OR MORE BUT NO LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY. WRITTEN REPORTS, EROSION AND SEDIMENT CONTROL INSPECTIONS ARE AS REQUIRED BY WISCONSIN DEPARTMENT OF NATURAL RESOURCES (WDNR). 5. SILT FENCE SHALL BE INSTALLED IN LOCATIONS SHOWN ON SILT FENCE SHALL BE INSTALLED IN LOCATIONS SHOWN ON CONSTRUCTION PLANS. SILT FENCE SHALL BE INSTALLED PER DETAILS ON SHEET CJ501. SEDIMENT DEPOSITS: REMOVE FROM BEHIND SILT FENCE WHEN DEPOSITS REACH DEPTH OF 6 INCHES. SILT FENCE: REPAIR OR REPLACE TO MAINTAIN BARRIER. 6. EROSION CONTROL MEASURES SHALL BE MAINTAINED ON CONTINUING EROSION CONTROL MEASURES SHALL BE MAINTAINED ON CONTINUING BASIS UNTIL SITE IS PERMANENTLY STABILIZED. SITE STABILIZATION INVOLVING SEEDING WHICH IS NOT COMPLETED PRIOR TO SEPTEMBER 15 SHALL BE COMPLETED WITH DORMANT SEEDING BY NOVEMBER 1. SODDING MAY OCCUR ANYTIME SOD IS AVAILABLE AND SOD AND SOIL IS NOT FROZEN. 7. EROSION CONTROL MEASURES MUST BE IN PLACE AT END OF EACH EROSION CONTROL MEASURES MUST BE IN PLACE AT END OF EACH WORKDAY. 8. SEDIMENT DEPOSIT/TRACKING FROM CONSTRUCTION WORK OR STORM SEDIMENT DEPOSIT/TRACKING FROM CONSTRUCTION WORK OR STORM EVENTS: CLEAN UP BY END OF EACH DAY. FLUSHING NOT ALLOWED 9. WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR HAVE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR HAVE TEMPORARILY BEEN SUSPENDED FOR MORE THAN FOURTEEN DAYS, OR WHEN FINAL GRADES ARE REACHED IN ANY PORTION OF SITE, STABILIZATION SHALL BE IMPLEMENTED WITHIN SEVEN DAYS. TEMPORARY STABILIZATION PRACTICES SUCH AS MULCH/TACKIFIER, EROSION MAT, OR WISDOT TYPE B SOIL STABILIZER (POLYMER) SHALL BE APPLIED TO SOIL SURFACE WHEN SITE IS NOT READY FOR PERMANENT RESTORATION. WHEN STABILIZATION NOT POSSIBLE DUE TO SNOW COVER, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS POSSIBLE. 10. DUST CONTROL SHALL BE IMPLEMENTED THROUGHOUT CONSTRUCTION DUST CONTROL SHALL BE IMPLEMENTED THROUGHOUT CONSTRUCTION AND SHALL UTILIZE METHODS OUTLINED IN WDNR TECH STD. 1068. AT MINIMUM, WATER SPRAY OPEN SOIL AND TRACKING ONCE EACH WORK DAY. 11. MINIMIZE REMOVAL OF VEGETATIVE COVER AND EXPOSURE OF BARE MINIMIZE REMOVAL OF VEGETATIVE COVER AND EXPOSURE OF BARE GROUND. PROVIDE SEEDING AND MULCHING, SODDING, DIVERSION OF SURFACE RUNOFF, INSTALLATION OF STRAW BALES OR SILT SCREENS, CONSTRUCTION OF SETTLING BASINS, OR SIMILAR METHODS AS SOON AS POSSIBLE AFTER REMOVAL OF ORIGINAL GROUND COVER AS DESCRIBED IN WISCONSIN DNR TECHNICAL STANDARDS. ANY STOCKPILE THAT REMAINS OVER 7 DAYS MUST BE STABILIZED WITH MIXTURE NO. 20 FROM WISDOT SECTION 630. 12. STORM WATER AND GROUND WATER PUMPED FROM EXCAVATIONS STORM WATER AND GROUND WATER PUMPED FROM EXCAVATIONS AND/OR DEWATERING WELLS SHALL BE DISPOSED OF IN ACCORDANCE WITH WISCONSIN STATUTES. SEDIMENT BASINS, SEDIMENT TRAPS AND/OR USE OF POLYMERS TO CONTROL SEDIMENT: NOT ALLOWED. DISCHARGE OR PUMPED WATER TO SANITARY SEWERS: NOT ALLOWED. 13. AFTER SITE IS UNIFORMLY STABILIZED ACROSS 80% OF SITE AREA AFTER SITE IS UNIFORMLY STABILIZED ACROSS 80% OF SITE AREA REMOVE TEMPORARY EROSION CONTROL MEASURES AND DISPOSE OF PROPERLY. 14. MAINTAIN LOG OF EROSION CONTROL INSPECTIONS, REPAIRS MADE, AND MAINTAIN LOG OF EROSION CONTROL INSPECTIONS, REPAIRS MADE, AND RAIN EVENTS. SUBMIT WITH PAY REQUESTS. 15. PLACE MINIMUM OF 6 INCHES OF TOPSOIL IN AREAS TO RECEIVE PLACE MINIMUM OF 6 INCHES OF TOPSOIL IN AREAS TO RECEIVE PERMANENT SEEDING. MILL, GRIND, AND SCREEN SOD AND TOPSOIL REUSED FROM SITE CLEARING AND GRUBBING. OFF-SITE TOPSOIL: TEST (PHYSICAL AND CHEMICAL) AND PROVE MEETS SPECIFICATIONS, PER EACH SOURCE, AND SUBMIT SAMPLES BEFORE DELIVERY, NUMBER AND TYPE SPECIFIED. 16. MAINTAIN CONDITION OF EXISTING TREES/SHRUBS/VEGETATION AND SOD MAINTAIN CONDITION OF EXISTING TREES/SHRUBS/VEGETATION AND SOD DURING CONSTRUCTION, TO REMAIN AS PART OF THIS CONTRACT. REPAIR ANY DAMAGE AT NO COST TO GOVERNMENT. 17. RESTORE, SEED & MULCH GRASSED AREAS DISTURBED AS PART OF RESTORE, SEED & MULCH GRASSED AREAS DISTURBED AS PART OF WORK ASSOCIATED WITH THIS CONTRACT. 18. EXISTING CATCH BASINS TO BE PROTECTED WITH WISDOT TYPE "B" INLET EXISTING CATCH BASINS TO BE PROTECTED WITH WISDOT TYPE "B" INLET PROTECTION DURING CONSTRUCTION ACTIVITIES. 19. CONTRACTOR RESPONSIBLE FOR REMOVING INLET PROTECTION FROM CONTRACTOR RESPONSIBLE FOR REMOVING INLET PROTECTION FROM INLETS IDENTIFIED ON THIS PLAN AND IN NOTES ABOVE (FOR PLAN CLARITY) FOLLOWING SITE STABILIZATION OR PAVING COMPLETION. MAINTENANCE OF TRAFFIC NOTES: 1. EXCEPT AS NOTED IN NOTE 2 BELOW, MAINTAIN ACCESS TO AT LEAST EXCEPT AS NOTED IN NOTE 2 BELOW, MAINTAIN ACCESS TO AT LEAST ONE LANE. UTILIZE PLATES TO PROVIDE ACCESS TO VEHICLES WHEN TRENCHES MUST REMAIN OPEN. 2. FOLLOWING WORK AREAS SHALL BE WEEKEND WORK: SHORT DURATION FOLLOWING WORK AREAS SHALL BE WEEKEND WORK: SHORT DURATION TWO-LANE CLOSURES, SCHEDULED AROUND DELIVERIES. 3. WHERE ROADS CLOSED, PROVIDE BARRICADES ACROSS TRAFFIC LANES. WHERE ROADS CLOSED, PROVIDE BARRICADES ACROSS TRAFFIC LANES. 4. WHEN PORTION OF PARKING LOT IS CLOSED, PROVIDE NOTICE TO COR WHEN PORTION OF PARKING LOT IS CLOSED, PROVIDE NOTICE TO COR TWO WEEKS IN ADVANCE, FOR VA POLICE COORDINATION TO LOCK OUT SPACES.

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GENERAL NOTES

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ABBREVIATIONS

AutoCAD SHX Text AC ACRE ACRE ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT BC BACK OF CURB BACK OF CURB BLDG BUILDING BUILDING BM BENCHMARK BENCHMARK CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CL CENTER LINE CENTER LINE CO CLEANOUT CLEANOUT COMM COMMUNICATION COMMUNICATION DAT DATUM DATUM DEG DEGREE DEGREE DEPT DEPARTMENT DEPARTMENT DOT DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION EA EACH EACH ELEV ELEVATION ELEVATION EP EDGE OF PAVEMENT (PAVING) EDGE OF PAVEMENT (PAVING) ESMT EASEMENT EASEMENT EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ES EDGE OF SHOULDER EDGE OF SHOULDER EX EXISTING EXISTING FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FOC FACE OF CURB FACE OF CURB FT FEET OR FOOT FEET OR FOOT GPC GENERAL PRIME CONTRACTOR GENERAL PRIME CONTRACTOR G NATURAL GAS OR GAS LINE NATURAL GAS OR GAS LINE HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HPS HIGH PRESSURE STEAM HIGH PRESSURE STEAM HYD HYDRANT HYDRANT IE INVERT ELEVATION INVERT ELEVATION INV INVERT INVERT LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LT LEFT LEFT MAX MAXIMUM MAXIMUM MEG MATCH EXISTING GRADE MATCH EXISTING GRADE MISC MISCELLANEOUS MISCELLANEOUS MOT MAINTENANCE OF TRAFFIC MAINTENANCE OF TRAFFIC MUTCD MANUAL ON UNIFORM TRAFFIC MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N/A NOT APPLICABLE NOT APPLICABLE NIC NOT IN CONTRACT NOT IN CONTRACT NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER PC POINT OF CURVE POINT OF CURVE PCC POINT OF COMPOUND CURVE POINT OF COMPOUND CURVE PCR PUMPED CONDENSATE RETURN PUMPED CONDENSATE RETURN PE POLYETHYLENE (PLASTIC) POLYETHYLENE (PLASTIC) PERF PERFORATED PERFORATED PI POINT OF INTERSECTION POINT OF INTERSECTION PR PROPOSED PROPOSED PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) R RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RT RIGHT RIGHT SD STORM DRAIN STORM DRAIN SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SS SANITARY SEWER SANITARY SEWER STA STATION STATION STM STEAM STEAM SY SQUARE YARD SQUARE YARD T TELEPHONE TELEPHONE TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TEMP TEMPORARY TEMPORARY TOB TOP OF BANK TOP OF BANK TOC TOP OF CURB TOP OF CURB TOS TOE OF SLOPE TOE OF SLOPE TYP TYPICAL TYPICAL UD UNDERDRAIN UNDERDRAIN UE UNDERGROUND ELECTRIC UNDERGROUND ELECTRIC USGS U.S. GEOLOGICAL SURVEY U.S. GEOLOGICAL SURVEY VAR VARIES VARIES VIF VERIFY IN FIELD VERIFY IN FIELD W WATER LINE WATER LINE

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AMENDMENT A00002

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