955774 Addendum 3 Plans_Signed.pdf

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S:\Projects\Proj-4\955774 Quiet Zone Crossings\Sheets\8th & Hilyard\955774 SH TYP SECTIONS.dwg Apr 05, 2022 CEWEJMV

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OREGON

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06/30/22

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PAVING

2" LEVEL 2, 1/2" DENSE ACP WEARING COURSE

6" LEVEL 2, 1/2" DENSE ACP BASE COURSE (IN TWO LIFTS)

12" 1 1/2"-0 AGGREGATE WORKING PLATFORM

TYPICAL SECTION - ANNIE MIMS LN

NTS

A

ANNIE MIMS LN STA: 10+00 TO STA: 12+22

ANNIE MIMS LN STA: 1+00 TO STA: 2+21

20'-30'

PROPOSED

CURB &

GUTTER

6'-10'

6'

2 2

SIDEWALK

4" CONCRETE WALK

1" 3/4"-0 AGG BASE

TYPICAL SECTION - MGP LOT

NTSC

MGP PARKING LOT

2" LEVEL 2, 1/2" DENSE

ACP WEARING COURSE

2" LEVEL 2, 1/2" DENSE

ACP BASE COURSE

EXISTING ACP CAP, 2-6" THICK

EXISTING AGG BASE,

THICKNESS VARIES

EXISTING GROUND

D

EXISTING SUBGRADE

1-1/2"-0 AGGREGATE BASE, 12"

THICK

2" LEVEL 2, 1/2" DENSE ACP

WEARING COURSE

2" LEVEL 2, 1/2" DENSE

ACP BASE COURSE

TYPICAL SECTION -

4" PAVEMENT REPAIR

NTS

EXISTING

SUBGRADE

2" LEVEL 2, 1/2" DENSE

ACP WEARING COURSE

6" LEVEL 2, 1/2" DENSE

ACP BASE COURSE

TRIANGLE LOT

VARIOUS LOCATIONS

E

TYPICAL SECTION -

8" PAVEMENT REPAIR

NTS

8TH AVE AND HILYARD ST

1-1/2"-0 AGGREGATE BASE, 12"

THICK

1-1/2"-0 AGGREGATE WORKING

PLATFORM, 12" MINIMUM

THICKNESS

PAVING

2" LEVEL 2, 1/2" DENSE ACP WEARING COURSE

6" LEVEL 2, 1/2" DENSE ACP BASE COURSE (IN TWO LIFTS)

12" 1 1/2"-0 AGGREGATE WORKING PLATFORM

TYPICAL SECTION - 8TH AVE

NTS

B

8TH AVE STA: 14+10 TO STA: 15+25

31'

PROPOSED

CURB &

GUTTER

5'-6'

7'-8'

2 2

SIDEWALK

4" CONCRETE WALK

1" 3/4"-0 AGG BASE

BORROW SOIL - THICKNESS

VARIES

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SITE PREPARATION AND DEMO TYP SECTIONS

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S:\Projects\Proj-4\955774 Quiet Zone Crossings\Sheets\8th & Hilyard\955774 SH D DEMO & EX CON.dwg Apr 05, 2022 CEWEJMV

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OREGON

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06/30/22

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GENERAL DEMOLITION NOTES

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING

INFRASTRUCTURE PRIOR TO ANY WORK. THE CITY OF EUGENE ASSUMES NO

RESPONSIBILITY FOR EXISTING INFRASTRUCTURE OR UTILITY LOCATIONS SHOWN OR

NOT SHOWN ON THIS PLAN.

2. ALL SOILS AND SURFACES PRODUCED BY THE DEMOLITION, EXCAVATION AND

TRENCHING WORK SHOWN FOR PHASE 1 ARE TO BE TREATED AS CONTAMINATED SOIL.

3. THE PAYMENT FOR DISPOSAL OF CONTAMINATED SOIL WILL BE FORCE ACCOUNT.

CONTRACTOR TO KEEP TRACK OF TONNAGE OF ALL CONTAMINATED SOIL LEAVING SITE.

4. CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION SITE MANAGEMENT PLAN AND

EROSION PREVENTION DETAILS FOR THIS PROJECT. CONTRACTOR SHALL TAKE ALL

MEASURES NECESSARY TO COMPLY WITH ADMINISTRATIVE RULE #R-5.645-D OUTCOMES

FOR EROSION CONTROL.

5. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT CITY OF EUGENE AMENDMENTS

TO THE CURRENT OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND ANY

SPECIAL SPECIFICATIONS ATTACHED TO THE BID DOCUMENTS.

6. CONTRACTOR IS RESPONSIBLE TO REPLACE THE EXISTING CONCRETE CAP AT OR

BELOW THE EXISTING GRADE IN ORDER TO ACHIEVE THE REQUIRED FINAL PRODUCT.

7. THERE SHALL BE NO WORK WITHIN THE RAILROAD ROW UNTIL THE CITY OF EUGENE

RECEIVES THE NECESSARY APPROVAL TO DO SO.

4" ASPHALT CONCRETE

PAVEMENT

NEW CURB AND

GUTTER

AGGREGATE WORKING

PLATFORM, 12" MIN.

EXISTING ACP CAP,

2"-6" THICK

EX AGGREGATE

BASE

EXISTING

SUBBASE

1' WIDE PLANTER CURB

- SEE RD 700(D)

STORM WATER

BLEND SOIL 1.5'

DEPTH

IMPERMEABLE

MEMBRANE

6" BENCH FOR STABILITY

PER RD 700 (D)

SAWCUT EXISTING

CAP MIN. 2' FROM

PROPOSED PLANTER

WALL EDGE

ACP CAP

REPLACEMENT, 3"

THICK, SEE DEMO

SHEETS

ACP CAP REPLACEMENT, 3"

THICK, SEE DEMO SHEETS

EXISTING

SUBBASE

PROPOSED

STRUCTURE; STORM

INLET, MANHOLE,

CATCH BASIN

EXISTING ACP CAP,

2"-6" THICK

EX AGGREGATE

BASE

BORROW SOIL ,

THICKNESS VARIES

AGGREGATE WORKING

PLATFORM, 12" MIN.

AGGREGATE WORKING

PLATFORM

SAWCUT EXISTING

CAP MIN. 2' FROM

STRUCTURE EDGE

SAWCUT EXISTING CAP MIN.

2' FROM PROPOSED

STRUCTURE EDGE

SURFACE TREATMENT

VARIES: LANDSCAPE,

ASPHALT OR CONCRETE

(SEE PLAN SHEETS)

SURFACE TREATMENT

VARIES: LANDSCAPE,

ASPHALT OR CONCRETE

(SEE PLAN SHEETS)

SURFACE TREATMENT VARIES:

LANDSCAPE OR CONCRETE

(SEE PLAN SHEETS)

BORROW SOIL ,

THICKNESS VARIES

EXISTING ACP CAP,

2"-6" THICK

EX AGGREGATE

BASE

SAWCUT EXISTING CAP MIN.

2' FROM PROPOSED

STRUCTURE EDGE

SAWCUT EXISTING CAP MIN.

2' FROM PROPOSED

STRUCTURE EDGE

AGGREGATE WORKING

PLATFORM

ACP CAP REPLACEMENT,

3" THICK, SEE DEMO

SHEETS

EXISTING

SUBBASE

SURFACE TREATMENT

VARIES: LANDSCAPE,

AGGREGATE OR CONCRETE

(SEE PLAN SHEETS)

PROPOSED RETAINING

WALL

*NOTE:

CONSTRUCT ENOUGH RETAINING WALL BLOCK LAYERS TO GET ABOVE

EXISTING GRADE, PAVE BACK EXISTING CAP FLUSH WITH THE WALL.

*NOTE:

PLACE STRUCTURE AT FINISH GRADE, PAVE BACK EXISTING CAP FLUSH

WITH STRUCTURE, BACKFILL ON TOP OF ACP CAP WITH WORKING PLATFORM

OR BORROW SOIL TO ACHIEVE FINAL FINISH GRADE

SPECIALTY BACKFILL BEHIND

WALL, SEE PLAN SHEETS AND

SPECIALS

SURFACE TREATMENT

VARIES: LANDSCAPE, OR

CONCRETE (SEE PLAN

SHEETS)

SURFACE TREATMENT

VARIES: LANDSCAPE OR

CONCRETE (SEE PLAN

SHEETS)

AGGREGATE WORKING

PLATFORM, 12" MIN.

EXISTING ACP CAP,

2"-6" THICK

EX AGGREGATE

BASE

BORROW SOIL ,

THICKNESS VARIES

DRILLED SHAFT, POUR BACK

AGAINST EXISTING ACP CAP

USE FORMS IN THE

PORTION ABOVE EXISTING

GRADE TO ACHIEVE

SMOOTH ROUND FINISH

PRODUCT; REMOVE

FORMS ONCE PROPERLY

CURED

EX AGGREGATE

BASE

EXISTING ACP CAP,

2"-6" THICK

BORROW SOIL ,

THICKNESS VARIES

EXISTING

SUBBASE

*NOTE:

PLANTER CURB TO BE POURED SEPARATE OF CURB AND GUTTER AND

ANY CONCRETE SURFACING IN ORDER TO PAVE BACK ACP CAP.

CONTRACTOR CAN ELECT TO PUT BACK ACP CAP WITH CONCRETE.

SURFACE TREATMENT

VARIES: LANDSCAPE,

ASPHALT OR CONCRETE

(SEE PLAN SHEETS)

TRENCHING FOR ELECTRICAL CONDUIT,

STORM PIPE AND IRRIGATION

TRENCH BACKFILL, SEE CITY OF EUGENE

STANDARD DRAWINGS AND PROJECT SPECIALS

AGGREGATE WORKING

PLATFORM, 12" MIN.

AGGREGATE WORKING

PLATFORM, 12" MIN.

SAWCUT EXISTING

CAP MIN. 2' FROM

STRUCTURE EDGE

EXISTING ACP CAP,

2"-6" THICK

EX AGGREGATE

BASE

EXISTING

SUBBASE

SAWCUT EXISTING CAP MIN.

2' FROM PROPOSED

STRUCTURE EDGE

ACP CAP REPLACEMENT, 3"

THICK, SEE DEMO SHEETS

EXISTING

SUBBASE

ACP CAP REPLACEMENT, 3"

THICK, SEE DEMO SHEETS

AGGREGATE WORKING

PLATFORM, 12" MIN.

8" INCH LEVEL 2 ASPHALT

CONCRETE PAVEMENT

PLANTER TIE-IN DETAIL

NTS

STORM STRUCTURE TIE-IN DETAIL

NTS

RETAINING WALL TIE-IN DETAIL

NTS

*NOTE:

PERFORM DRILLED SHAFT WORK TO REQUIRED DEPTH. CONCRETE USED ON

THE DRILLED SHAFT CAN ACT AS THE SEAL FOR THE EXISTING ACP CAP

DRILLED SHAFT TO CAP DETAIL

NTS

*NOTE:

TRENCH INTO EXISTING TO OBTAIN REQUIRED DEPTH BELOW PROPOSED

FINISH GRADE. PLACE IMPERMEABLE MEMBRANE IN TRENCH TO SEAL

TRENCH FROM EXISTING. PAVE BACK EXISTING ACP CAP. IN CASES

WHERE IT IS POSSIBLE PLACE NEW UTILITIES ON TOP OF ACP CAP IN

ORDER TO AVOID CUTTING INTO CAP.

UTILITY TRENCH TIE-IN DETAIL

NTS

IMPERMEABLE

MEMBRANE

*NOTE:

SAW CUT EXISTING CAP IN LOCATIONS NOTED BY THE DEMO AND SITE

PREPARATION PLANS. THE GRADE OF THE ACP CAP WILL BE LOWERED IN

SPOTS TO ACHIEVE PROPER PROPOSED ROAD STRUCTURE DEPTH.

EXISTING CAP TIE-IN DETAIL

NTS

ACP CAP

REPLACEMENT, 3"

THICK, SEE DEMO

SHEETS

3" CAP REPLACEMENT TYP SECTION

NTS

AGGREGATE WORKING

PLATFORM

AGGREGATE BACKFILL,

DEPTH VARIES

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