Attachment_2_-_GAOA_Copper_City_-_Drawings.pdf

PDF 7 MB Posted Mar 20, 2023

Attached to: Great American Outdoors Act - Copper City Road Res
Solicitation number: 140L3623R0002
Issued by: Department of the Interior Bureau of Land Management

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes technical specifications and drawings for a road construction project on Bureau of Land Management lands in Montana. The project involves resurfacing approximately 3,200 linear feet of existing road and constructing approximately 2,400 linear feet of new aligned roadway. Work will be paid for on a unit price basis and includes items such as roadway excavation and embankment, aggregate surfacing, culverts, erosion control, and demolition. The specifications provide requirements for earthwork, drainage, roadway construction, traffic control, layout, grading, and other technical details. Drawings show existing conditions, proposed alignments, sections, and profiles.

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Other files

File	Type	Posted
Amendment_3_-_GAOA_Copper_City_Issued_0003.pdf	PDF	Apr 19, 2023
Sol_140L3623R0002_Amd_0003.pdf	PDF	Apr 19, 2023
Sol_140L3623R0002_Amd_0002.pdf	PDF	Apr 19, 2023
Amendment_2_-_GAOA_Copper_City_Issued_0002.pdf	PDF	Apr 19, 2023
Sol_140L3623R0002_Amd_0001.pdf	PDF	Apr 14, 2023
Sol_140L3623R0002.pdf	PDF	Mar 31, 2023
Solicitation_-_GAOA_Copper_City_-_Issued.pdf	PDF	Mar 20, 2023
Attachment_6_-_Financial_Responsibility_Required_Documentation.pdf	PDF	Mar 20, 2023
Attachment_10_-_DI-137_Release_of_Claims.pdf	PDF	Mar 20, 2023
Attachment_5_-_Past_Performance_Questionnaire.pdf	PDF	Mar 20, 2023
Attachment_8_-_Standard_Form_25_-_Performance_Bond.pdf	PDF	Mar 20, 2023
Attachment_3_-_General_Decision_Number.pdf	PDF	Mar 20, 2023
Attachment_1_-GAOA_Copper_City_-_Specifications.pdf	PDF	Mar 20, 2023
Attachment_4_-_Reference_List.pdf	PDF	Mar 20, 2023
Attachment_9_-_Standard_Form_25A_-_Payment_Bond.pdf	PDF	Mar 20, 2023
Attachment_7_-_Standard_Form_24_-_Bid_Bond.pdf	PDF	Mar 20, 2023

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IDAHO

CANADA

UNITED STATES

SASKATCHEWAN

ALBERTA

BRITISH COLUMBIA

N O

WYOMING

ALT

2 89

191 89

90 90

212 310 87

MISSOULA

KALISPELL

GREAT FALLS

HAVRE

HELENA

BUTTE

BILLINGS

MILES CITY

LEWISTOWN

MONTANACHOTEAU

MALTA

GLASGOW

CHESTER

FT BENTON

STATE REFERENCE MAP

(N.T.S)

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

COPPER CITY ROAD RESURFACING & REALIGNMENT

BROADWATER COUNTY

BUTTE FIELD OFFICE

VICINITY MAP

(N.T.S)

DIRECTIONS TO SITE:

FROM BUTTE, MT - TAKE I-90 EAST, FOR APPROXIMATELY 50 MILES, TO US-287 (EXIT

274). FOLLOW US-287 NORTH, FOR APPROXIMATELY 5 MILES, TO COPPER CITY ROAD.

TURN RIGHT ONTO COPPER CITY ROAD.

FROM BOZEMAN - TAKE I-90 WEST, FOR APPROXIMATELY 32 MILES, TO US-287 (EXIT

274). FOLLOW US-287 NORTH, FOR APPROXIMATELY 5 MILES, TO COPPER CITY ROAD.

TURN RIGHT ONTO COPPER CITY ROAD

FROM HELENA - TAKE US-287 SOUTH, FOR APPROXIMATELY 58 MILES, TO COPPER

CITY ROAD. TURN LEFT ONTO COPPER CITY ROAD.

GENERAL ENGINEER'S NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY

CONCERNS ASSOCIATED WITH THIS PROJECT DURING CONSTRUCTION, UNLESS

SPECIFICALLY ADDRESSED OTHERWISE IN THIS PLAN OR ELSEWHERE IN THE

CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND

REGULATIONS APPLICABLE TO THE CONSTRUCTION COVERED BY THIS PLAN.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL

PERMITS REQUIRED TO COMPLETE ALL WORK COVERED BY THIS PLAN.

4. THE QUANTITIES AND SITE CONDITIONS DEPICTED IN THIS PLAN ARE FOR

INFORMATIONAL PURPOSES ONLY AND ARE SUBJECT TO ERROR AND OMISSION.

CONTRACTOR SHALL SATISFY THEMSELVES AS TO ACTUAL QUANTITIES AND SITE

CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION COVERED BY

THIS PLAN.

5 A REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATIONS OF EXISTING

PUBLIC OR PRIVATE UNDERGROUND FACILITIES AND UTILITIES IN THE

CONSTRUCTION AREA. THE CONTRACT IS RESPONSIBLE FOR ANY DAMAGE TO

UTILITIES AND/OR FACILITES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL CALL 48 HOURS IN ADVANCE FOR LOCATION OF

UNDERGROUND UTILITES (811) PRIOR TO ANY EXCAVATION.

6. THE CONTRACTOR IS TO VERIFY THE LOCATION AND THE ELEVATIONS OF ALL

EXISTING UTILITIES AT POINTS OF TIE-IN PRIOR TO COMMENCING ANY NEW

CONSTRUCTION. SHOULD ANY LOCATION OR ELEVATION DIFFER FROM THAT SHOWN

ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER

WITH ANY DISCREPANCIES.

7. THE CONTRACTOR IS TO VERIFY AND COORDINATE ALL DIMENSIONS AND SITE

LAYOUT WITH THE FINAL SITE PLAN PRIOR TO CONSTRUCTION AND CONTACT

CONTRACTING OFFICER WITH ANY DISCREPANCIES.

8. COORDINATION BETWEEN ALL PARTIES INVOLVED IS ESSENTIAL TO THE CONTRACT.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT AND SITE CONDITIONS, AND TO

WORK WITH WEATHER CONDITIONS, AS THE SITE MAY BE LOCATED IN AN AREA WITH

EXTREME WEATHER CONDITIONS OR WITHIN A FLOOD PRONE AREA.

10. THE CONTRACTOR IS TO VERIFY THE LOCATION, ELEVATION, CONDITION, AND

FINISHED GRADE CROSS-SLOPE OF ALL EXISTING SURFACES AT POINTS OF TIE-IN

AND MATCHING PRIOR TO COMMENCEMENT OF GRADING, PAVING, INSTALLATION OF

CURB & GUTTER, SIDEWALK, OR OTHER SURFACE CONSTRUCTION. SHOULD THE

EXISTING LOCATIONS, ELEVATION, CONDITION, OR FINISHED GRADE CROSS-SLOPE

DIFFER FROM THAT SHOWN ON THESE PLANS AND RESULTS IN THE DESIGN INTENT

OF THESE PLANS NOT ABLE TO BE CONSTRUCTED, THE CONTRACTOR SHALL NOTIFY

THE CONTRACTING OFFICER OF DISCREPANCIES AND SEEK DIRECTION ON HOW TO

PROCEED.THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR ALL COSTS

ASSOCIATED WITH CORRECTIVE ACTION IF THESE PROCEDURES ARE NOT

FOLLOWED.

11. THE CONTRACTOR IS TO CONSTRUCT RETENTION BASINS TO PROVIDE VOLUMES

SHOWN ON PLAN SET AND SCARIFY BOTTOMS OF BASINS TWO FEET DEEP.

COMPACTION OF BASIN BOTTOMS NOT TO EXCEED 80%.

12. FOR PROJECTS INVOLVING STORM DRAINS AND/OR CULVERTS: THE CONTRACTOR IS

REQUIRED TO PROVIDE ONGOING MAINTENANCE OF THE DESIGNED DRAINAGE

SYSTEM(S) DURING CONSTRUCTION TO PRESERVE THE DESIGN INTEGRITY AND THE

ABILITY OF THE SYSTEM TO PERFORM ITS OPERATIONAL INTENT. FAILURE TO

PROVIDE MAINTENANCE WILL JEOPARDIZE THE DRAINAGE SYSTEM(S)'

PERFORMANCE.

13. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 34" X 22"

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EXIT 274

90TO BUTTE

TO BOZEMAN

TO HELENA

COPPER CITY TRAILHEAD

COPPER CITY ROAD

PROJECT LOCATION

RECOMMENDED BY:

BRAD R. COLIN

REVIEWED BY:

GRADY J. ANDERSON

APPROVED BY:

LINDSEY G. BABCOCK

Drawing Index Sheet Number Sheet Title

COVER

C1 COVER

NOTES & QUANTITIES

C2 GENERAL NOTES, KEYMAP, & QUANTITIES

C3 LEGEND & ABBREVIATIONS

DEMOLITION & REMOVAL PLAN

C4 STA 0+00 TO STA 36+00

C5 STA 36+00 TO STA 42+00

C6 STA 42+00 TO STA 56+00

ROADWAY TYPICALS

C7 TYPICAL ROADWAY SECTIONS

C8 TYPICAL ROADWAY SECTIONS

ROADWAY PLAN & PROFILE

C9 STA 30+10 TO STA 34+40

C10 STA 34+40 TO STA 38+70

C11 STA 38+70 TO STA 43+00

C12 STA 43+00 TO STA 47+30

C13 STA 47+30 TO STA 51+60

C14 STA 51+60 TO STA 55+90

SWPP & EROSION CONTROL PLAN

C15 OBLITERATED ROAD REHABILITATION

EARTHWORK VOLUME TABLES

C16 NATIVE MATERIAL

CROSS SECTIONS

C17 STA 0+00 TO 32+50

C18 STA 32+89 TO 38+50

C19 STA 39+00 TO 43+00

C20 STA 43+14 TO 50+00

C21 STA 50+50 TO 56+00

DRAINAGE PLAN

C22 PLAN & PROFILE

C23 PLAN & PROFILE

DETAILS

C24 DETAILS

C25 DETAILS

CTRL 100

CTRL 200

MASS HAUL DIAGRAM

STA: 0+50 TO STA: 56+00

0 CY

-500 CY

-1000 CY

-1500 CY

-2000 CY

-2500 CY

-3000 CY

-3500 CY

-4000 CY

0.0

-500.0

-1000.0

-1500.0

-2000.0

-2500.0

-3000.0

-3500.0

-4000.0

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C10 C11

C12

C13 C14

CONTROL POINTS

POINT # NORTHING EASTING ELEVATION

100 16709461.4510 1494020.6720 4657.145' 200 16709991.9499 1493284.0834 4643.134'

EARTHWORK [1]

ITEM QUANTITY UNIT

20401 ROADWAY EXCAVATION

(CUT)

4,367 CY

20401 ROADWAY EMBANKMENT

(FILL/UNCLASSIFIED BORROW)

RESURFACING SEG.= 3,073 CY

REALIGNMENT SEG.= 1,294 CY

4,367 CY

WASTE INCIDENTAL TO ITEM

20401. WASTE AS DESIGNATED

ON SITE.

NOT

ESTIMATED

SWELL

DEPENDENT

AGGREGATE SURFACING 1,841 CY

[1] EARTHWORK QUANTITIES ARE "IN PLACE" ESTIMATES. NO

SHRINK OR SWELL IS ASSUMED. NO GROUND LOSS IS

INCLUDED

[2] THE QUANTITIES ARE AN ESTIMATE OF THE ENGINEER. THE

CONTRACTOR SHALL MAKE THEIR OWN INDEPENEDENT

ESTIMATE OF QUANTITIES AND BID THEREON.

NOTE: REFERENCE SHEETS C16 FOR DETAILED EARTHWORK

QUANTITIES.

CULVERT

ITEM QUANTITY UNIT

18"Ø ROUND CMP 42 FT

48"Ø ROUND CMP 124 FT

48"Ø BEND - 19° 1 EA

48"Ø BEND - 24° 1 EA

PUBLIC SAFETY & TRAFFIC CONTROL NOTES

1. CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE PROTECTION OF

THE PUBLIC AND SAFE GUARDING OF WORK.

2. PLACE ROAD BARRIER(S) & ROAD CLOSURE SIGNAGE AT THE SITE ENTRANCE IN

ACCORDANCE WITH FHA FP-14 SPECIFICATION SECTIONS 635.04, 635.05, & 635.07. NO

CONSTRUCTION SHALL OCCUR UNTIL THE PROPER TRAFFIC CONTROL DEVICES FOR

WARNING, CHANNELING, AND PROVIDING SAFETY FOR MOTORISTS ARE IN PLACE.

MAINTAIN THE CONDITION, OPERATION AND EFFECTIVENESS OF ALL TRAFFIC

CONTROL DEVICES UNTIL NO LONGER NEEDED. REMOVE ALL TRAFFIC CONTROL

DEVICES UPON PROJECT COMPLETION.

SITE LAYOUT NOTES

1. ITEMS SHOWN AS "NOT A PART " ARE SHOWN FOR REFERENCE ONLY.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASUREMENT OF ALL

PROPOSED FENCES AND GATES.

3. THE LAYOUT OF SITE AMENITIES AND FENCES MUST BE APPROVED BY THE

GOVERNMENT PRIOR TO INSTALLATION.

4. THE LAYOUT OF ALL NEW PATHWAYS / WALKWAYS AND THE GRADING OF ALL

SLOPES AND CROSS SLOPES SHALL CONFORM TO THE AMERICANS WITH

DISABILITIES ACT (ADA) WHEN DENOTED AS ADA ACCESSABLE ON PLANS.

5 ALL LAYOUT LINES, OFFSETS, OR REFERENCES TO LOCATING OBJECTS ARE EITHER

PARALLEL OR PERPENDICULAR UNLESS OTHERWISE DESIGNATED WITH ANGLE

OFFSETS NOTED.

6. ALL PROPOSED SITE FEATURES SHALL BE LAID OUT AND STAKED FOR REVIEW AND

APPROVAL BY GOVERNMENT PRIOR TO COMMENCEMENT OF INSTALLATION. ANY

REQUIRED ADJUSTMENTS TO THE LAYOUT SHALL BE UNDERTAKEN AS DIRECTED, AT

NO ADDITIONAL COST TO THE GOVERNMENT.

7. PATHWAY WIDTHS SHALL BE AS NOTED ON THE LAYOUT AND MATERIALS PLAN.

GRADING & DRAINAGE NOTES

1. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AT ALL LOCATIONS.

2. PITCH EVENLY BETWEEN CONTOUR LINES AND BETWEEN SPOT ELEVATIONS.

3. ALL UNPAVED AREAS MUST DITCH TO DRAIN AT A MINIMUM OF 1% UNLESS NOTED.

4. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING

PAVING WITH SMOOTH TRANSITION BETWEEN NEW AND EXISTING SURFACES.

5. GRADES WITHIN HANDICAP PARKING SPACES AND MANEUVERING AREAS SHALL NOT

EXCEED 1.5% IN ANY DIRECTION.

6. CROSS SLOPES OF PEDESTRIAN WALK WAYS SHALL NOT EXCEED 1.5% UNLESS

NOTED.

7. RUNNING SLOPES OF ALL PEDESTRIAN WALKWAYS SHALL NOT EXCEED 4.5%

UNLESS NOTED.

8. THE CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT ANY

DISCREPANCIES TO THE CONTRACTING OFFICER PRIOR TO COMMENCING

CONSTRUCTION.

9. REFER TO THE EARTHWORK SECTION OF THE SPECIFICATIONS FOR BACKFILL AND

GRADING PROCEDURES.

10 EXCESS MATERIALS SHALL NOT BE REMOVED FROM THE SITE UNLESS DIRECTED BY

THE GOVERNMENT. SEE EARTHWORK SPECIFICATIONS FOR DETAILS

ROADWAY & PATHWAY NOTES

1. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAY(S) & PATHWAY(S) UNLESS

OTHERWISE NOTES

2. THE CONTRACTOR SHALL PREPARE THE SUBGRADE BY SCARIFYING THE UPPER

ONE (1) FOOT OF THE SUBGRADE IN CUT AREAS OR AREAS WITH LESS THAN 1 (1)

FOOT OF FILL.

3. ROADWAYS SHALL NOT BE CONSTUCTED UNTIL ALL CULVERTS, STORM DRAIN, &

UNDERGROUND UTILITIES HAVE BEEN INSTALLED AND ACCEPTED BY THE

GOVERNMENT.

4. AGGREGATE SURFACING MUST BE ACCEPTED BY THE GOVERNMENT PRIOR TO

PLACING ANY IMPORTED AGGREGATE.

5. IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO SUPERVISE AND

CERTIFY THAT PROPER COMPACTION HAS BEEN OBTAINED.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACT TO ADJUST ALL UTILITY

ACCESS COVERS TO PROPOSED GRADES.

7. BEFORE THE PLACEMENT OF ASPHALT AND CONCRETE, THE SUBGRADE SHALL

RECEIVE A GROUND STERILANT APPLIED AT A RATE IN ACCORDANCE WITH THE

MANUFACTURES INSTRUCTIONS.

8. ALL PROPOSED ROADWAYS & PATHWAYS SHALL MEET THE LINE AND GRADE OF

EXISTING ADJACENT ROADWAY SURFACES.

9. WHEN IT IS REQUIRED TO MATCH EXISTING PAVEMENT, EXISTING PAVEMENT SHALL

BE SAW CUT IN A MANNER TO PROVIDE A SMOOTH AND STRAIGHT CUT VERTICAL

EDGE FREE OF DEFECTS.

10. ALL SAWCUT EDGES OF EXISTING PAVEMENT SHALL BE CLEANED AND COATED WITH

A TACK COAT PRIOR TO PLACING NEW PAVEMENT ADJACENT TO THE EXISTING

PAVEMENT.

DEMOLITION NOTES

1. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES TO REMAIN IN PLACE

DURING DEMOLITION.

2. THE CONTRACTOR IS REQUIRED TO PRESERVE THE NATURAL LANDSCAPE AND

PROTECT EXISTING VEGETATION NOT REQUIRED OR OTHERWISE AUTHORIZED TO

BE REMOVED. CONTRACTOR TO REFERENCE PLAN FOR EXCAVATION AND REMOVAL

LIMITS.

3. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED

TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. EXCAVATION AND FINISH GRADE AREAS, TO BE COVERED BY EMBANKMENTS, SHALL

BE THOROUGHLY CLEARED AND STRIPPED OF VEGETATIVE MATTER, BRUSH, TREES,

STUMPS, ROOTS, AND ROCK AS INDICATED ON THE PLAN. CLEARING AND GRUBBING

MATERIAL SHALL BE WASTED IN DESIGNATED AREAS IDENTIFIED ON THE PLAN OR

ON SITE PER THE GOVERNMENTS DIRECTIONS.

5. EXCAVATION MATERIAL NOT USED FOR THE CONSTRUCTION OF EMBANKMENTS

SHALL BE WASTED IN DESIGNATED WASTE AREA(S) AS IDENTIFIED ON THE PLANS

OR AS DIRECTED BY GOVERNMENT. WASTE MATERIAL SHALL BE SHAPED AND

BLENDED INTO THE SURROUNDING TERRAIN AND SHALL NOT EXCEED 3:1 SLOPES

UNLESS OTHERWISE SPECIFIED BY THE GOVERNMENT.

6. CONTRACTOR TO SEPARATE ANY SALVAGEABLE TOPSOIL AND USE MATERIAL TO

CAP WASTE SITE DURING EXCAVATION AND CLEARING.

7. ALL ROCK REMOVAL CONSIDERED INCIDENTAL TO SITE GRADING.

8. EXISTING SURFACE MATERIAL INCLUDING GRANITE CURB, ASPHALT, CONCRETE,

SHRUBS, ETC. SHALL BE REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED.

9. CONTRACTOR SHALL SUPPLY AND MAINTAIN, FOR THE DURATION OF DEMOLITION,

ALL NECESSARY DEVICES FOR EROSION, SEDIMENT, AND DUST CONTROL, AND

DEWATERING WHEN REQUIRED.

10. CARE SHOULD BE TAKEN IN ALL EXCAVATION DUE TO POSSIBLE EXISTENCE OF

UNRECORED UTILITIES.

11. CONSULT ALL DRAWING AND SPECIFICATIONS FOR COORDINATION PRIOR TO

COMMENCING DEMOLITION.

EROSION CONTROL

ITEM QUANTITY UNIT

RIP RAP (CLASS 2) 5 CY

TEMP ROLLED EROSION

CONTROL "BLANKET"

8,885 SY

DEMOLITION

ITEM QUANTITY UNIT

CULVERT REMOVAL 40 LF

ROADWAY OBLITERATION 0.1 MI

CLEARING & GRUBBING 0.21 MI

0 200 400

FULL SCALE (22" X 34") 1 IN . = 200 FT.

HALF SCALE (11" X 17") 1 IN . = 400 FT.

C4 C4

ESTIMATED QUANTITIES [2]

C6 C6

C15

SHEET IDENTITY LEGEND

DEMOLITION PLAN CALLOUT

SITE PLAN CALLOUT

GRADING & DRAINAGE PLAN CALLOUT

ROADWAY PLAN CALLOUT

WATER CALLOUT PLAN

SEWER PLAN CALLOUT

REVISION

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ABBREVIATIONS

AB AGGREGATE BASE OVHD OVERHEAD

ABC AGGREGATE BASE COURSE OVHG OVERHAND

ABUT ABUTMENT PC POINT OF CURVATURE

AC ACRE POC POINT ON CURVE

ASPH ASPHALT PROP PROPOSED

AST ABOVE GROUND STORGAGE TANK PSI POINDS PER SQUARE INCH

BLDR BOULDER PT POINT OF TANGENCY

BLM BUREAU OF LAND MANAGEMENT PVC POLYVINYL CHLORIDE

BM BENCHMARK PVI POINT OF VERTICAL INTERSECTION

BNDRY BOUNDARY PVMT PAVEMENT

BP BEGIN POINT Q PEAK DISCHARGE VOLUME

BRDGE BRIDGE R RADIUS

BTM BOTTOM RCP REINFORCED CONCRETE PIPE

C CONCRETE RDWY ROADWAY

CF CUBIC FEET RET RETAINING

CHCK CHECK POINT RGRCP RUBBER GASKETED REINFORCED CONCRETE PIPE

CL CENTERLINE RL RIDGE LINE

CMP CORRUGATED METAL PIPE ROW RIGHT OF WAY

CONC CONCRETE S SLOPE

CTRL CONTROL POINT SB SOUTHBOUND

CY CUBIC YARD SD STORM DRAIN

DEMO DEMOLITION SF SQUARE FEET

DET DETAIL SHT SHEET

DIA DIAMETER SPTC SEPTIC

DIP DUCTILE IRON PIPE SSWR SANITARY SEWER

E EAST, EASTING STA STATION

EB EAST BOUND STD STANDARD

ELEC ELECTRICAL STRM STORM

ELEV ELEVATION SW SIDEWALK

EOR EDGE OF ROAD SY SQUARE YARD

EP END POINT TC TOP OF CURB

ESMT EASEMENT TEMP TEMPORARY

EX EXISTING TP TURNING POINT

FES FLAIRED END SECTION TR TRAIL

FFE FINISHED FLOOR ELEVATION TS TOP SOIL

FG FINISHED GRADE TV TELEVISION

FO FIBER OPTIC TYP TYPICAL

FR FIRE RING UG UNDERGROUND

G GUTTER UST UNDERGROUND STORAGE TANK

GB GRADE BREAK VC VERTICAL CURVE

GV GAS VALVE VCP VITRIFIED CLAY PIPE

HDPE HIGH DENSITY POLETHELYN VOL VOLUME

HP HIGH POINT W WELL

HWE HIGH WATER ELEVATION WB WEST BOUND

INV INVERT WV WATER VALVE

IP IRON PIPE YD YARD

L LENGTH

LF LINEAR FEET

LP LOW POINT

MAX MAXIMUM

MH MANHOLE

MID MID POINT

MIN MINIMUM

MP MILE POST

MPH MILES PER HOUR

N NORTH, NORTHING

NAD NORTH AMERICA DATUM

NAVD NORTH AMERICA VERTICAL DATUM

NB NORTH BOUND

OC ON CENTER

OFF OFFSET

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TOPOGRAPHY LEGEND

EXISTING PROPOSED

MAJOR CONTOUR

MINOR CONTOUR

SPOT ELEVATION

SLOPE ARROW

STORM DRAIN LEGEND

EXISTING PROPOSED

STORM DRAIN / CULVERT

CATCH BASIN

MANHOLE

WATER LEGEND

EXISTING PROPOSED

PIPE

FITTING

HOSE BIB

HYDRANT

REDUCER

VALVE

WELL

SITE LEGEND

EXISTING PROPOSED

BUILDING OUTLINE

CURB AND GUTTER

BEAR BOX

FIRE RING

PINDOWN

PICNIC TABLE

SIGN

1234 1234

12.34

12.34%

12.34

CALLOUT LEGEND

DEMOLITION PLAN CALLOUT

SITE PLAN CALLOUT

GRADING & DRAINAGE PLAN CALLOUT

ROADWAY PLAN CALLOUT

WATER CALLOUT PLAN

SEWER PLAN CALLOUT

REVISION

SANITARY SEWER & SEPTIC LEGEND

EXISTING PROPOSED

PIPE

MANHOLE

CLEANOUT

ROADWAY LEGEND

EXISTING PROPOSED

CENTERLINE

CURB AND GUTTER

PROPOSED MATERIAL LEGEND

RIPRAP (GRADE 5) GRASS

RIPRAP (GRADE 4) WASTE

RIPRAP (GRADE 3) TOP SOIL

RIPRAP (GRADE 2) CONCRETE (BOAT RAMP)

RIPRAP (GRADE 1) CONCRETE

NATIVE MATERIAL ASPHALT

REFERENCE DETAIL LEGEND

FULL SECTION

PARTIAL SECTION

PROFILE & SECTION TITLE

C# HORZ SCALE: 1" = #'

VERT SCALE: 1" = #'

CROSS SECTION

4575 4580

PROPOSED ALIGNMENT

N:16709980.48 E:1490832.28

0+00 1+00

2+00 3+00 4+00 5+00 6+00 7+00 8+00

4580 4585 4590

95 4600

4610 4615

PROPOSED ALIGNMENT

8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

CTRL 2004615 4620 4625 46

PROPOSED ALIGNMENT

3 E:1493284.08 N:16709991.95 5

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00

PROPOSED ALIGNMENT

3 3

E:1494024.03 N:16710017.65 4

E:1494044.69 N:16709973.95 2

E:1494052.94 N:16709734.972

26+00 27+00 28+00 29+00 30+00 31+00 32+00

33+00

34+00

35+00

36+00

A 0+

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DEMOLITION NOTES

PROTECT IN PLACE EXISTING ASPHALT.

PROTECT IN PLACE EXISTING SIGN.

PROTECT IN PLACE EXISTING FENCE.

PROTECT IN PLACE EXISTING CATTLE GUARD.

PROTECT IN PLACE EXISTING SURVERY MARKER.

PROTECT IN PLACE EXISTING STORM DRAIN.

PROTECT IN PLACE EXISTING TABLE

CONTRACTOR TO OBLITERATE EXISTING

ROADWAY, TO EXTENTS SHOW ON PLAN, IN

ACCORDANCE WITH FP-14 SPECIFICATION

SECTIONS 211.01.A (METHOD 1) AND 211.02.B.1.

CONTRACTOR TO EXCAVATE TO CONTOURS

SHOWN ON PLAN PER FHA FP-14 SPEC SEC 204.08.

CONTRACTOR TO REMOVE & RECYCLE EXISTING

CMP CULVERT IN ACCORDANCE WITH FP-14 SPEC

SEC 203.05(A). APPROX 242 CY FILL MATERIAL TO

BE WASTED ON ROADWAY OBLITERATION, WORK

INCIDENTAL TO PAY ITEM 20303

CONTRACTOR TO PERFORM CLEARING AND

GRUBBING, TO EXTENTS SHOW ON PLAN, IN

ACCORDANCE WITH FP-14 SPEC. SEC. 201.04 &

201.05. ORGANIC AND OTHER NATIVE DEBRIS

LARGER THAN 6 INCHES SHALL BE WASTED ON

SITE IN DESIGNATED AREAS PER FHA FP-14 SPEC

SEC 203.05 (C). NON-NATIVE AND HAZARDOUS

MATERIAL SHALL BE REMOVED FROM THE SITE

PER FHA FP-14 SPEC SEC 203.05 (A) AND 203.05 (D).

: 8

A T

C H

E B

E L

O W

: 1 7+

A T

C H

E B

E L

O W

: 2 6+

A T

C H

E B

E L

O W

STA: 3

ATCH L

E SHEET C

M A

T C

H L

A B

O V

A : 8

M A

T C

H L

A B

O V

A : 1

M A

T C

H L

A B

O V

A : 2

0 40 80

FULL SCALE (22" X 34") 1 IN . = 40 FT.

HALF SCALE (11" X 17") 1 IN . = 80 FT.

75 45

457545

36+00

37+00

39+00

40+00

41+00

43+00

44+00

" C

M P

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STA: 3

ATCH L

E SHEET C

: 4 2+

M A

T C

H L

S H

E E

T C

DEMOLITION NOTES

PROTECT IN PLACE EXISTING ASPHALT.

PROTECT IN PLACE EXISTING SIGN.

PROTECT IN PLACE EXISTING FENCE.

PROTECT IN PLACE EXISTING CATTLE GUARD.

PROTECT IN PLACE EXISTING SURVERY MARKER.

PROTECT IN PLACE EXISTING STORM DRAIN.

PROTECT IN PLACE EXISTING TABLE

CONTRACTOR TO OBLITERATE EXISTING

ROADWAY, TO EXTENTS SHOW ON PLAN, IN

ACCORDANCE WITH FP-14 SPECIFICATION

SECTIONS 211.01.A (METHOD 1) AND 211.02.B.1.

CONTRACTOR TO EXCAVATE TO CONTOURS

SHOWN ON PLAN PER FHA FP-14 SPEC SEC 204.08.

CONTRACTOR TO REMOVE & RECYCLE EXISTING

CMP CULVERT IN ACCORDANCE WITH FP-14 SPEC

SEC 203.05(A). APPROX 242 CY FILL MATERIAL TO

BE WASTED ON ROADWAY OBLITERATION, WORK

INCIDENTAL TO PAY ITEM 20303

CONTRACTOR TO PERFORM CLEARING AND

GRUBBING, TO EXTENTS SHOW ON PLAN, IN

ACCORDANCE WITH FP-14 SPEC. SEC. 201.04 &

201.05. ORGANIC AND OTHER NATIVE DEBRIS

LARGER THAN 6 INCHES SHALL BE WASTED ON

SITE IN DESIGNATED AREAS PER FHA FP-14 SPEC

SEC 203.05 (C). NON-NATIVE AND HAZARDOUS

MATERIAL SHALL BE REMOVED FROM THE SITE

PER FHA FP-14 SPEC SEC 203.05 (A) AND 203.05 (D).

0 40 80

FULL SCALE (22" X 34") 1 IN . = 40 FT.

HALF SCALE (11" X 17") 1 IN . = 80 FT.

0 10 20

FULL SCALE (22" X 34") 1 IN . = 10 FT.

HALF SCALE (11" X 17") 1 IN . = 20 FT.

85 4690 4695

75 46

80 4685

EXISTING TOILETS

EXISTING KIOSK

EXISTING GAZEBO

EXISTING PARKING AREA

PROPOSED ALIGNMENT

3 3

E:1495749.21 N:16709998.50 7

E:1495758.19 N:16709997.29 7

50+00 51+00 52+00 53+00 54+00 55+00 56+00

10 46

15 46 20 46

25 46 30 46

35 4640 4645 4650

4615 46 20 4625

4630 4635

43+00 44+00 45+00 46+00 47+00 48+00

49+00

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D M

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DEMOLITION NOTES

PROTECT IN PLACE EXISTING ASPHALT.

PROTECT IN PLACE EXISTING SIGN.

PROTECT IN PLACE EXISTING FENCE.

PROTECT IN PLACE EXISTING CATTLE GUARD.

PROTECT IN PLACE EXISTING SURVERY MARKER.

PROTECT IN PLACE EXISTING STORM DRAIN.

PROTECT IN PLACE EXISTING TABLE

CONTRACTOR TO OBLITERATE EXISTING

ROADWAY, TO EXTENTS SHOW ON PLAN, IN

ACCORDANCE WITH FP-14 SPECIFICATION

SECTIONS 211.01.A (METHOD 1) AND 211.02.B.1.

CONTRACTOR TO EXCAVATE TO CONTOURS

SHOWN ON PLAN PER FHA FP-14 SPEC SEC 204.08.

CONTRACTOR TO REMOVE & RECYCLE EXISTING

CMP CULVERT IN ACCORDANCE WITH FP-14 SPEC

SEC 203.05(A). APPROX 242 CY FILL MATERIAL TO

BE WASTED ON ROADWAY OBLITERATION, WORK

INCIDENTAL TO PAY ITEM 20303

CONTRACTOR TO PERFORM CLEARING AND

GRUBBING, TO EXTENTS SHOW ON PLAN, IN

ACCORDANCE WITH FP-14 SPEC. SEC. 201.04 &

201.05. ORGANIC AND OTHER NATIVE DEBRIS

LARGER THAN 6 INCHES SHALL BE WASTED ON

SITE IN DESIGNATED AREAS PER FHA FP-14 SPEC

SEC 203.05 (C). NON-NATIVE AND HAZARDOUS

MATERIAL SHALL BE REMOVED FROM THE SITE

PER FHA FP-14 SPEC SEC 203.05 (A) AND 203.05 (D).

0 40 80

FULL SCALE (22" X 34") 1 IN . = 40 FT.

HALF SCALE (11" X 17") 1 IN . = 80 FT.

0 40 80

FULL SCALE (22" X 34") 1 IN . = 40 FT.

HALF SCALE (11" X 17") 1 IN . = 80 FT.

M A

T C

H L

S H

E E

T C

: 4 2+

M A

T C

H L

S H

E E

T C

: 5 0+

A T

C H

E B

E L

O W

PROPOSED ALIGNMENT

C:\tmp\_WMD_DesignProjects\20210707 - COPPER CITY\06_IMPROVEMENT SHEETS\0707 - DEMO.dwg

C:\TMP\_WMD_DESIGNPROJECTS\20210707 - COPPER CITY\06_IMPROVEMENT SHEETS\0707 - DETL.DWG

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ROADWAY RECONDITIONING DETAIL

(N.T.S.)

ROADWAY RECONDITIONING NOTES

1. PERFORM CLEARING AND GRUBBING PER FHA FP-14

SPEC SEC 201.

2. RECONDITION EXISTING ROADWAY DITCHES PER FHA

FP-14 SPEC SEC 303.03.

3. RECONDITION EXISTING ROADBED PER FHA FP-14 SPEC

SEC 303.04

4. RESURFACE EXISTING ROADBED, WITH SURFACE

COURSE AGGREGATE, PER FHA FP-14 SPEC SEC 301.

5. ORGANIC AND OTHER NATIVE DEBRIS LARGER THAN 6

INCHES SHALL BE WASTED ON SITE IN DESIGNATED

AREAS PER FHA FP-14 SPEC SEC 203.05 (C).

6. NON-NATIVE AND HAZARDOUS MATERIAL SHALL BE

REMOVED FROM THE SITE PER FHA FP-14 SPEC SEC

203.05 (A) AND 203.05 (D).

ROADWAY RESURFACING SECTION & WIDTH

PER PLAN

EXISTING SUBGRADE

EXISTING ROADBED

E C

O U

RESURFACING COURSE

EXISTING DITCH

CLEARING AND GRUBBING LIMITS PER PLAN

ROADWAY EMBANKMENT & EXCAVATION

(N.T.S.)

ROADWAY EMBANKMENT NOTES

1. ROADWAY EXCAVATION CONSTRUCTION SHALL

CONFORM TO FHA FP-14 SPEC SEC 204.

2. ROADWAY EMBANKMENT CONSTRUCTION SHALL

CONFORM TO FHA FP-14 SPEC SEC 204.

3. EMBANKMENT MATERIAL SHALL BE OBTAINED FROM

ONSITE EXCAVATION AREAS PER FHA FP-14 SPEC

204.08.

4. EXCESS & UNUSUABLE EXCAVATION MATERIAL SHALL

BE WASTED ON SITE IN DESIGNATED AREAS PER FHA

FP-14 SPEC SEC 204.14.

5. REFERENCE PLAN FOR CUT & FILL SLOPES. SLOPES

NOT TO EXCEED 1.5:1 UNLESS STABILIZED.

6. EMBANKMENT & EXCAVATION HEIGHTS (H1, H2) &

WIDTHS (W1 ,W2) DETERMINED BY PROPOSED ROADWAY

ELEVATIONS, EMBANKMENT & EXCAVATION SLOPE, AND

EXISTING GROUND ELEVATIONS. REFERENCE PLAN FOR

CONTOURS.

7. ALL CONTOURS SHOW IN PLAN & PROFILE VIEWS ARE

FINISHED GRADE CONTOURS. REFERENCE ROADWAY

SECTIONS FOR SUBGRADE ELEVATIONS AT 50' STATION

INTERVALS

ROADWAY SECTION & WIDTH

PER PLAN

SURFACE COURSE

EXCAVATE TO SUBGRADE

BASE COURSE

SUBGRADE

CONSTRUCT EMBANKMENT

TO SUBGRADE

EXISTING GRADE

EXCAVATION SLOPE

(CUT) SLOPE

EMBANKMENT SLOPE

(FILL) SLOPE

EMBANKMENT

(FILL) AREA

FINISHED GRADE

H 1

DITCH

W2W1

EXCAVATION

(CUT) AREA

STA 0+00 TO STA 32+00

STA 43+00 TO STA 56+00

STA 32+00 TO STA 43+00

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16' PROPOSED ROADWAY

SUBGRADE [1]STABILIZED SURFACE COURSE [3]

ROADWAY SECTION NOTES

[1] CONTRACTOR TO PREPARE NATIVE SUBGRADE PER

FHA FP-14 SPEC SECTION 204.09.

[2] CONTRACTOR TO CONSTRUCT 6 IN AGGREGATE

SURFACE COURSE PER FHA FP-14 301.

[3] CONTRACTOR TO CONSTRUCT 6 IN STABILIZED

SURFACE COURSE PER FHA FP-14 SPEC. SEC. 311 AND

725. WHEN PAID AS OPTION ITEM.

[4] CONTRACTOR TO CONSTRUCT ROAD SIDE DRAINAGE

DITCHES PER FHA FP-14 SPEC SEC 204.12. DITCH

DIMENSIONS PER PLAN. DITCH DEPTH INCREASED 0.5

FT IF STABILIZED SURFACE COURSE NOT EXERCISED.

[5] CONTRACTOR TO CONSTRUCT 6" MIN UNCLASSIFIED

BORROW. SOURCE IS WASTE FROM ROAD

REALIGNMENT PER FHA FP-14 SPEC. SEC. 204 AND

704.06. OTHER EXCESS & UNUSABLE EXCAVATION

MATERIAL SHALL BE WASTED ON SITE IN DESIGNATED

AREAS PER FHA FP-14 SPEC SEC 204.14.

[6] REFERENCE ROADWAY EMBANKMENT & EXCAVATION

DETAIL ON SHEET C7, WHEN REQUIRED.

AGGREGATE SURFACE COURSE [2]

DAYLIGHT TO EXISTING GRADE

EXCAVATE AS REQUIRED.

REFERENCE PLAN FOR GRADING

AND TIE IN LOCATIONS. [6]

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

EXISTING GRADE

FINISHED GRADE

IN-SITU

SUBGRADE [1]STABILIZED SURFACE COURSE [3]

16' PROPOSED ROADWAY

AGGREGATE SURFACE COURSE [2]

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

EXISTING GRADE

IN-SITU

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

FINISHED GRADE

14' PROPOSED ROADWAY

SUBGRADE [1] STABILIZED SURFACE COURSE [3]

AGGREGATE SURFACE COURSE [2]

DAYLIGHT TO EXISTING GRADE

EXCAVATE AS REQUIRED.

REFERENCE PLAN FOR GRADING

AND TIE IN LOCATIONS. [6]

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

EXISTING GRADE

FINISHED GRADE

IN-SITU

16' TYPICAL ROADWAY SECTION

N.T.S.

16' TYPICAL ROADWAY SECTION

N.T.S.

14' TYPICAL ROADWAY SECTION

N.T.S.C

14' PROPOSED ROADWAY

SUBGRADE [1]STABILIZED SURFACE COURSE [3]

AGGREGATE SURFACE COURSE [2]

DAYLIGHT TO EXISTING GRADE

EXCAVATE AS REQUIRED.

REFERENCE PLAN FOR GRADING

AND TIE IN LOCATIONS. [6]

DAYLIGHT TO EXISTING GRADE

CONSTRUCT ROADWAY EMBANKMENT

AS REQUIRED REFERENCE PLAN FOR

GRADING AND TIE IN LOCATIONS. [6]

EXISTING GRADE

FINISHED GRADE

IN-SITU

14' PROPOSED ROADWAY

1' TY

TYP.' DAYLIGHT TO EXISTING GRADE

EXCAVATE AS REQUIRED.

REFERENCE PLAN FOR GRADING

AND TIE IN LOCATIONS. TYP. [6]

EXISTING GRADE

FINISHED GRADE

IN-SITU

SUBGRADE

DITCH

TYP.

14' TYPICAL ROADWAY SECTION

N.T.S.

14' TYPICAL ROADWAY SECTION

N.T.S.

EXISTING GRADE [1]

18' PROPOSED ROADWAY

EXISTING DITCH

IN-SITU

FINISHED GRADE

18' TYPICAL RESURFACING SECTION

N.T.S.F

DAYLIGHT TO EXISTING GRADE

DO NOT DISTURB FENCE LINES

AGGREGATE SURFACE COURSE [3]

UNCLASSIFIED BORROW MATERIAL FROM

REALIGNMENT [5] DEPTH VARIES MIN 6 IN.

DAYLIGHT TO EXISTING GRADE

DO NOT DISTURB FENCE LINES

1 1 2 : 1

3 : 1 1

2 :

MIN

: 1

1 12 : 1 MIN

2 :

MIN

3 : 1

3 :

3 : 1

1 2 :

1 12 : 1 MIN

1 1

2 : 1 MIN

3 :

1 1

2 : 1 MIN

STA 00+00.00 TO STA 31+39.26

STA 43+00.00 TO STA 53+43.58

STA 32+50.00 TO STA 33+00.00

STA 33+50.00 TO STA 36+33.64

STA 39+75.00 TO STA 41+39.04

STA 37+50.00 TO STA 39.75+00

STA 41+39.04 TO STA 42+50.00

ROADWAY SECTION STATIONS

STA 00+00.00 TO STA 31+39.26 (Transition 110 FT) F- 18' TYPICAL RESURFACING SECTION

STA 32+50.00 TO STA 33+00.00 (Transition 50 FT) D- 14' TYPICAL ROADWAY SECTION

STA 33+50.00 TO STA 36+33.64 (Transition 117 FT) C- 14' TYPICAL ROADWAY SECTION

STA 37+50.00 TO STA 39.75+00 A- 16' TYPICAL ROADWAY SECTION

STA 39+75.00 TO STA 41+39.04 B- 16' TYPICAL ROADWAY SECTION

STA 41+39.04 TO STA 42+50.00 (Transition 50 ft) A- 16' TYPICAL ROADWAY SECTION

STA 43+00.00 TO STA 53+43.58 E- 16' TYPICAL ROADWAY SECTION

STABILIZED SURFACE COURSE [3]

AGGREGATE SURFACE COURSE [2]

3 :

: 3 0+

: 3

: 3 0+

: 3 1+

ID = STA: 31+39.26

PT = STA: 31+55.68

PC = STA: 31+77.35

: 3

: 3 2+

: 3

: 3 3+

30+00

31+00

32+00 33+00

34+00

30+00

31+00

32+00 33+00

34+00

FG 4639.26

FG 4639.12

FG 4639.40

FG 4641.14

FG 4641.13

FG 4641.14

FG 4643.01

FG 4643.15

FG 4642.87

FG 4650.05

FG 4649.76

FG 4649.43

FG 4649.63

TYP. 2

STA:30+10 TO STA:34+40

HORZ: 1"=20'

VERT: 1"=10'

4620.00

4625.00

4630.00

4635.00

4640.00

4645.00

4650.00

4655.00

4660.00

4620.00

4625.00

4630.00

4635.00

4640.00

4645.00

4650.00

4655.00

4660.00

: 4

7.50%

FINISHED GRADE

EXISTING GRADE

M A

T C

H L

S H

E E

: 3 0+

M A

: 3 4+

C:\TMP\_WMD_DESIGNPROJECTS\20210707 - COPPER CITY\06_IMPROVEMENT SHEETS\0707 - RDWY.DWG

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0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

ROADWAY NOTES

CONTRACTOR TO VERIFY AND MATCH EXISTING

GRADE PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY

DISCREPANCIES.

TIE INTO EXISTING CONTOUR. TYP.

WHEN PAID AS OPTION ITEM: CONSTRUCT 6"

STABILIZED AGGREGATE SURFACED ROADWAY

OVER 6" UNTREATED AGGREGATE SUBGRADE PER

FHA SPEC SEC 311 & 301. GRADE TO CONTOURS

AND ELEVATIONS SHOWN ON PLAN. ROADWAY

SECTION PER PLAN.

CONTACTOR TO RESURFACE EXISTING ROADWAY

WITH 6" AGGREGATE BASE COURSE AND 6"

AGGREGATE SURFACE COURSE. REFERENCE

RESURFACING SECTION DETAIL ON SHEET C8.

EXISTING ROADWAY TO BE RECONDITIONED PER

"ROADWAY RECONDITIONING" DETAIL ON SHEET

C7.

CONSTRUCT PROPOSED ROADWAY EMBANKMENT

TO CONTOURS SHOW ON PLAN. REFERENCE

"ROADWAY EMBANKMENT & EXCAVATION" DETAIL

ON SHEET C7.

EXCAVATE FOR PROSED ROADWAY TO CONTOURS

SHOW ON PLAN. REFERENCE ROADWAY

"EMBANKMENT & EXCAVATION" DETAIL ON SHEET

C7.

D C8

46054610

: 3 5+

: 3 6+

ID = STA: 37+30.88

PT = STA: 37+78.12

PC = STA: 38+55.13

: 3

34+00

35+00

36+00

37+00

39+0034+00

35+00

36+00

37+00

39+00

BEGIN ROADWAY WIDENING

STA: 36+33.64 FG 4613.17

FG 4613.01

FG 4612.85

FG 4611.14

FG 4611.12

FG 4609.42

FG 4609.26

FG 4609.10

FG 4639.40

TYP. 2

STA:34+40 TO STA:38+70

HORZ: 1"=20'

VERT: 1"=10'

4590.00

4595.00

4600.00

4605.00

4610.00

4615.00

4620.00

4625.00

4630.00

4635.00

4640.00

4590.00

4595.00

4600.00

4605.00

4610.00

4615.00

4620.00

4625.00

4630.00

4635.00

4640.00

: 4

7.50%

PVI STA: 38+73.31

PVI ELEV: 4600.01

K: 19.00 R: 1900.00'

LVC: 171.00

FINISHED GRADE

EXISTING GRADE

M A

: 3 4+

MATCH LINE SHEET C11

STA: 38+70.00

C10 C:\TMP\_WMD_DESIGNPROJECTS\20210707 - COPPER CITY\06_IMPROVEMENT SHEETS\0707 - RDWY.DWG

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REFERENCE SHEET C5

FOR ROAD OBLITERATION

ROADWAY NOTES

CONTRACTOR TO VERIFY AND MATCH EXISTING

GRADE PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY

DISCREPANCIES.

TIE INTO EXISTING CONTOUR. TYP.

WHEN PAID AS OPTION ITEM: CONSTRUCT 6"

STABILIZED AGGREGATE SURFACED ROADWAY

OVER 6" UNTREATED AGGREGATE SUBGRADE PER

FHA SPEC SEC 311 & 301. GRADE TO CONTOURS

AND ELEVATIONS SHOWN ON PLAN. ROADWAY

SECTION PER PLAN.

CONTACTOR TO RESURFACE EXISTING ROADWAY

WITH 6" AGGREGATE BASE COURSE AND 6"

AGGREGATE SURFACE COURSE. REFERENCE

RESURFACING SECTION DETAIL ON SHEET C8.

EXISTING ROADWAY TO BE RECONDITIONED PER

"ROADWAY RECONDITIONING" DETAIL ON SHEET

C7.

CONSTRUCT PROPOSED ROADWAY EMBANKMENT

TO CONTOURS SHOW ON PLAN. REFERENCE

"ROADWAY EMBANKMENT & EXCAVATION" DETAIL

ON SHEET C7.

EXCAVATE FOR PROSED ROADWAY TO CONTOURS

SHOW ON PLAN. REFERENCE ROADWAY

"EMBANKMENT & EXCAVATION" DETAIL ON SHEET

0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

REFERENCE SHEET C22FOR

CULVERT #1 & 2 PLAN &

PROFILE

PC = STA: 38+55.13

: 3

PRC = STA: 39+71.12

: 4

PRC = STA: 40+78.20

ID = STA: 41+09.34

: 4 1+

: 4

PRC = STA: 42+07.05

: 4

PT = STA: 43+14.15

PI = STA: 44+12.71

39+00

40+00

+00

42+00

43+00

39+00

40+00

+00

42+00

43+00

4595 46

90 45

00 46

FG 4615.90

FG 4616.22

FG 4616.06

FG 4618.06

FG 4617.82

FG 4617.78

FG 4619.70

FG 4620.06

FG 4619.42

TYP.2

STA:38+70 TO STA:43+00

HORZ: 1"=20'

VERT: 1"=10'

4580.00

4585.00

4590.00

4595.00

4600.00

4605.00

4610.00

4615.00

4620.00

4625.00

4630.00

4580.00

4585.00

4590.00

4595.00

4600.00

4605.00

4610.00

4615.00

4620.00

4625.00

4630.00

: 4

1.50%

PVI STA: 38+73.31

PVI ELEV: 4600.01

K: 19.00 R: 1900.00'

LVC: 171.00

PVI STA: 40+90.06

PVI ELEV: 4603.26

K: 19.00 R: 1900.00'

LVC: 123.50

8.00%

FINISHED GRADE

EXISTING GRADE

ATCH LINE SHEET C12

STA: 43+00.00

MATCH LINE SHEET C10

STA: 38+70.00

C11 C:\TMP\_WMD_DESIGNPROJECTS\20210707 - COPPER CITY\06_IMPROVEMENT SHEETS\0707 - RDWY.DWG

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C25

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U R

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0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

REFERENCE SHEET C5 FOR ROAD OBLITERATION

ROADWAY NOTES

CONTRACTOR TO VERIFY AND MATCH EXISTING

GRADE PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY

DISCREPANCIES.

TIE INTO EXISTING CONTOUR. TYP.

WHEN PAID AS OPTION ITEM: CONSTRUCT 6"

STABILIZED AGGREGATE SURFACED ROADWAY

OVER 6" UNTREATED AGGREGATE SUBGRADE PER

FHA SPEC SEC 311 & 301. GRADE TO CONTOURS

AND ELEVATIONS SHOWN ON PLAN. ROADWAY

SECTION PER PLAN.

CONTACTOR TO RESURFACE EXISTING ROADWAY

WITH 6" AGGREGATE BASE COURSE AND 6"

AGGREGATE SURFACE COURSE. REFERENCE

RESURFACING SECTION DETAIL ON SHEET C8.

EXISTING ROADWAY TO BE RECONDITIONED PER

"ROADWAY RECONDITIONING" DETAIL ON SHEET

C7.

CONSTRUCT PROPOSED ROADWAY EMBANKMENT

TO CONTOURS SHOW ON PLAN. REFERENCE

"ROADWAY EMBANKMENT & EXCAVATION" DETAIL

ON SHEET C7.

EXCAVATE FOR PROSED ROADWAY TO CONTOURS

SHOW ON PLAN. REFERENCE ROADWAY

"EMBANKMENT & EXCAVATION" DETAIL ON SHEET

REFERENCE SHEET C22 FOR

CULVERT #1 & 2 PLAN &

PROFILE

REFERENCE SHEET C23 FOR

CULVERT #3 PLAN & PROFILE

E C8

A C8

25 46

30 4635

20 4625

4630 4635

PRC = STA: 42+07.05

: 4 3+

: 4 4+

: 4 7+

43+00 44+00 45+00 46+00 47+0043+00 44+00 45+00 46+00 47+00

4630 4635 4640 4645 4650 4655

46504645464046354630

3 3 3 3

FG 4618.06FG 4617.82FG 4617.78

TYP. 2

STA:43+00 TO STA:47+30

HORZ: 1"=20'

VERT: 1"=10'

4610.00

4615.00

4620.00

4625.00

4630.00

4635.00

4640.00

4645.00

4650.00

4655.00

4660.00

4665.00

4670.00

4610.00

4615.00

4620.00

4625.00

4630.00

4635.00

4640.00

4645.00

4650.00

4655.00

4660.00

4665.00

4670.00

: 4

8.00%

EXISTING GRADE

FINISHED GRADE

M A

T C

H L

S H

E E

T C

A : 4

M A

T C

H L

S H

E E

T C

A : 4

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C25

C O

Y R

U R

G N

0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

ROADWAY NOTES

CONTRACTOR TO VERIFY AND MATCH EXISTING

GRADE PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY

DISCREPANCIES.

TIE INTO EXISTING CONTOUR. TYP.

WHEN PAID AS OPTION ITEM: CONSTRUCT 6"

STABILIZED AGGREGATE SURFACED ROADWAY

OVER 6" UNTREATED AGGREGATE SUBGRADE PER

FHA SPEC SEC 311 & 301. GRADE TO CONTOURS

AND ELEVATIONS SHOWN ON PLAN. ROADWAY

SECTION PER PLAN.

CONTACTOR TO RESURFACE EXISTING ROADWAY

WITH 6" AGGREGATE BASE COURSE AND 6"

AGGREGATE SURFACE COURSE. REFERENCE

RESURFACING SECTION DETAIL ON SHEET C8.

EXISTING ROADWAY TO BE RECONDITIONED PER

"ROADWAY RECONDITIONING" DETAIL ON SHEET

C7.

CONSTRUCT PROPOSED ROADWAY EMBANKMENT

TO CONTOURS SHOW ON PLAN. REFERENCE

"ROADWAY EMBANKMENT & EXCAVATION" DETAIL

ON SHEET C7.

EXCAVATE FOR PROSED ROADWAY TO CONTOURS

SHOW ON PLAN. REFERENCE ROADWAY

"EMBANKMENT & EXCAVATION" DETAIL ON SHEET

65 46

70 46

60 46

: 4 7+

: 4

: 5 1+

48+00

49+00 50+00

51+0048+00

49+00 50+00

51+00

4670 4675

468046754670

TYP. 2

STA:47+30 TO STA:51+60

HORZ: 1"=20'

VERT: 1"=10'

4640.00

4645.00

4650.00

4655.00

4660.00

4665.00

4670.00

4675.00

4680.00

4685.00

4690.00

4695.00

4700.00

4640.00

4645.00

4650.00

4655.00

4660.00

4665.00

4670.00

4675.00

4680.00

4685.00

4690.00

4695.00

4700.00

: 4

PVI STA: 50+92.34

PVI ELEV: 4683.45

K: 19.00 R: 1900.00'

LVC: 88.79

8.00%

EXISTING GRADE

FINISHED GRADE

M A

T C

H L

S H

E E

T C

: 4 7+

M A

T C

H L

S H

E E

T C

A : 5

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N M

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C25

C O

Y R

U R

G N

0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

ROADWAY NOTES

CONTRACTOR TO VERIFY AND MATCH EXISTING

GRADE PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY

DISCREPANCIES.

TIE INTO EXISTING CONTOUR. TYP.

WHEN PAID AS OPTION ITEM: CONSTRUCT 6"

STABILIZED AGGREGATE SURFACED ROADWAY

OVER 6" UNTREATED AGGREGATE SUBGRADE PER

FHA SPEC SEC 311 & 301. GRADE TO CONTOURS

AND ELEVATIONS SHOWN ON PLAN. ROADWAY

SECTION PER PLAN.

CONTACTOR TO RESURFACE EXISTING ROADWAY

WITH 6" AGGREGATE BASE COURSE AND 6"

AGGREGATE SURFACE COURSE. REFERENCE

RESURFACING SECTION DETAIL ON SHEET C8.

EXISTING ROADWAY TO BE RECONDITIONED PER

"ROADWAY RECONDITIONING" DETAIL ON SHEET

C7.

CONSTRUCT PROPOSED ROADWAY EMBANKMENT

TO CONTOURS SHOW ON PLAN. REFERENCE

"ROADWAY EMBANKMENT & EXCAVATION" DETAIL

ON SHEET C7.

EXCAVATE FOR PROSED ROADWAY TO CONTOURS

SHOW ON PLAN. REFERENCE ROADWAY

"EMBANKMENT & EXCAVATION" DETAIL ON SHEET

: 5 1+

: 5 3+

: 5

: 5 3+

: 5 6+

52+00 53+00 54+00 55+00 56+0052+00 53+00 54+00 55+00 56+00

3 3 3 3 3

FG 94.75±

FG 4694.47

FG 4693.74

FG 4693.01

FG 4692.19

FG 94.60±

FG 4694.23

FG 4693.37

FG 4692.51

FG 4692.23FG 4692.73

FG 4692.48

FG 4692.05

FG 4691.91

FG 4692.87 FG 4692.37

FG 4692.76

FG 4692.62

TYP. 2

STA:51+60 TO STA:55+90

HORZ: 1"=20'

VERT: 1"=10'

4680.00

4685.00

4690.00

4695.00

4700.00

4705.00

4710.00

4680.00

4685.00

4690.00

4695.00

4700.00

4705.00

4710.00

: 4

3.33%

0.79%

PVI STA: 53+71.16

PVI ELEV: 4692.72

K: 12.00 R: 1200.00'

LVC: 30.39

FINISHED GRADE

EXISTING GRADE

M A

T C

H L

S H

E E

T C

A : 5

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C25

C O

Y R

U R

G N

0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

ROADWAY NOTES

CONTRACTOR TO VERIFY AND MATCH EXISTING

GRADE PRIOR TO CONSTRUCTION. CONTACT

CONTRACTING OFFICER WITH ANY

DISCREPANCIES.

TIE INTO EXISTING CONTOUR. TYP.

WHEN PAID AS OPTION ITEM: CONSTRUCT 6"

STABILIZED AGGREGATE SURFACED ROADWAY

OVER 6" UNTREATED AGGREGATE SUBGRADE PER

FHA SPEC SEC 311 & 301. GRADE TO CONTOURS

AND ELEVATIONS SHOWN ON PLAN. ROADWAY

SECTION PER PLAN.

CONTACTOR TO RESURFACE EXISTING ROADWAY

WITH 6" AGGREGATE BASE COURSE AND 6"

AGGREGATE SURFACE COURSE. REFERENCE

RESURFACING SECTION DETAIL ON SHEET C8.

EXISTING ROADWAY TO BE RECONDITIONED PER

"ROADWAY RECONDITIONING" DETAIL ON SHEET

C7.

CONSTRUCT PROPOSED ROADWAY EMBANKMENT

TO CONTOURS SHOW ON PLAN. REFERENCE

"ROADWAY EMBANKMENT & EXCAVATION" DETAIL

ON SHEET C7.

EXCAVATE FOR PROSED ROADWAY TO CONTOURS

SHOW ON PLAN. REFERENCE ROADWAY

"EMBANKMENT & EXCAVATION" DETAIL ON SHEET

37+00

43+00

2 3

37+00

43+00

C15 C:\TMP\_WMD_DESIGNPROJECTS\20210707 - COPPER CITY\06_IMPROVEMENT SHEETS\0707 - EROS.DWG

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C O

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U R

G N

0 20 40

FULL SCALE (22" X 34") 1 IN . = 20 FT.

HALF SCALE (11" X 17") 1 IN . = 40 FT.

EROSION CONTROL NOTES

WHEN SPECIFIED CONTRACTOR TO CONSTRUCT

STABILIZED CONSTRUCTION ENTRANCE.

CONTRACTOR TO REMOVE STABILIZED

CONSTRUCTION ENTRANCE UPON COMPLETION

OF CONSTRUCTION AND GRADE TO FINISHED

GRADES SHOW ON PLAN.

CONTRACTOR TO PERFORM SEEDING IN

ACCORDANCE WITH FHA FP-14 SPEC SEC 625.07

(A). USE ONLY GOVERNMENT FURNISHED NATIVE

SEED MIXTURE. SEED ALL DISTURBED AREAS.

CONTRACTOR TO FURNISH AND INSTALL

TEMPORARY ROLLED EROSION CONTROL

"BLANKET" IN ACCORDANCE WITH FHA FP-14 SPEC

SEC 157 AND 713.17 AND INSTALL PER DETAIL ON

SHEET C25. EROSION CONTROL BLANKET TO BE

INSTALLED OVER ALL SEEDED AREAS

IMMEDIATELY AFTER APPLICATION.

CONTRACTOR TO CONSTRUCT CULVERT OUTLET

PROTECTIVE APRON. CONTRACTOR TO SUPPLY

ALL MATERIAL REQUIRED FOR CONSTRUCTION.

CONTRACTOR TO CONSTRUCT CULVERT OUTLET

PROTECTIVE APRON. CONTRACTOR TO SUPPLY

ALL MATERIAL REQUIRED FOR CONSTRUCTION.

REFERENCE SHEET C5

FOR ROAD OBLITERATION

REFERENCE SHEET C5

FOR ROAD OBLITERATION

EARTHWORK - NATIVE

(CUT/FILL)

STA

32+89.21

33+50.00

33+66.69

34+00.00

34+50.00

35+00.00

35+41.28

36+00.00

36+50.00

36+83.64

37+00.00

37+50.00

37+78.12

38+00.00

38+50.00

39+00.00

39+13.12

39+50.00

39+71.12

40+00.00

FILL (CY)

0.03

0.05

0.00

0.01

0.75

6.01

18.63

27.12

19.97

156.62

170.74

128.29

186.83

187.08

91.28

236.87

56.58

24.25

CUT (CY)

22.43

66.58

17.17

32.19

45.46

30.90

9.76

3.97

0.14

0.00

0.11

0.06

0.00

0.39

18.36

FILL (CY)

CUMULATIVE

0.03

0.08

0.09

0.84

6.85

25.48

52.61

72.58

229.20

399.94

528.23

715.06

902.14

993.42

1230.29

1286.88

1311.13

CUT (CY)

CUMULATIVE

22.43

89.00

106.18

138.36

183.82

214.72

224.48

228.45

228.60

228.71

228.77

229.15

247.51

EARTHWORK - NATIVE

(CUT/FILL)

STA

40+24.66

40+50.00

41+00.00

41+40.49

41+50.00

41+78.79

42+00.00

42+50.00

42+60.60

43+00.00

43+14.15

43+50.00

44+12.71

44+50.00

45+00.00

45+50.00

46+00.00

46+50.00

47+00.00

47+46.51

FILL (CY)

0.41

0.95

29.67

391.33

224.46

546.31

202.01

319.65

19.35

28.04

0.06

0.00

CUT (CY)

57.49

60.66

55.04

16.08

0.00

0.49

0.66

24.93

21.17

31.25

54.96

72.63

107.40

112.72

136.91

159.29

170.27

179.12

FILL (CY)

CUMULATIVE

1311.54

1312.49

1342.16

1733.49

1957.94

2504.25

2706.27

3025.91

3045.27

3073.31

3073.37

CUT (CY)

CUMULATIVE

305.00

365.67

420.71

436.79

437.28

437.94

462.87

484.04

515.29

570.26

642.89

750.29

863.00

999.92

1159.21

1329.48

1508.60

EARTHWORK - NATIVE

(CUT/FILL)

STA

48+00.00

48+50.00

49+00.00

49+50.89

50+00.00

50+50.00

51+00.00

51+55.26

52+00.00

52+50.00

53+00.00

53+43.58

53+57.37

53+71.16

54+00.00

54+50.00

55+00.00

55+50.00

56+00.00

FILL (CY)

0.00

CUT (CY)

247.06

274.48

315.18

359.51

369.24

357.81

301.58

249.65

138.17

111.02

94.71

40.55

0.00

FILL (CY)

CUMULATIVE

3073.37

CUT (CY)

CUMULATIVE

1755.66

2030.15

2345.32

2704.83

3074.07

3431.88

3733.46

3983.11

4121.28

4232.30

4327.01

4367.55

C:\TMP\_WMD_DESIGNPROJECTS\20210707 - COPPER CITY\06_IMPROVEMENT SHEETS\0707 - DETL.DWG

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NOTE:

· RESURFACING SEGMENT (STA 0+00 TO 32+00 AND STA 43+00-STA 56+00)

·· ITEM 30315 ROADWAY RECONDITIONING PAYS TO PREPARE ROAD

BASE TO WIDTH NECESSARY FOR EMBANKMENT AND AGGREGATE

SURFACING. EMBANKMENT PAID UNDER ITEM 20401. AGGREGATE

PAID UNDER ITEM 30112 AGGREGATE SURFACING. SEE SHEET C2

FOR ESTIMATED QUANTITIES AND MASS HAUL DIAGRAM.

· REALIGNMENT SEGMENT (STA 32+00 TO 43+00)

·· THIS SEGMENT HAS EARTHWORK SHOWN IN THE TABLES BELOW.

WORK PAID UNDER 20401 EXCAVATION AND EMBANKMENT AND

30112 AGGREGATE SURFACING, BY THE COMPACTED CY.

EARTHWORK QUANTITIES ARE "IN PLACE" EITHER INSITU OR COMPACTED IN

PLACE. NO SHRINK OR SWELL IS ASSUMED, CONTRACTOR TO BID

ACCORDINGLY.

STA: 32+50.00

HORZ: 1" = 20

VERT: 1" = 10'

4630.00

4640.00

4650.00

4660.00

STA: 0+50.00

HORZ: 1" = 20

VERT: 1" = 10'

-10.00

0.00

10.00

STA: 2+00.00

HORZ: 1" = 20

VERT: 1" = 10'

4540.00

4550.00

4560.00

4570.00

STA: 4+00.00

HORZ: 1" = 20

VERT: 1" = 10'

4550.00

4560.00

4570.00

4580.00

STA: 6+00.00

HORZ: 1" = 20

VERT: 1" = 10'

4560.00

4570.00

4580.00

4590.00

STA: 8+00.00

HORZ: 1" = 20

VERT: 1" = 10'

4560.00

4570.00

4580.00

4590.00

4600.00

STA: 10+00.00

HORZ: 1" = 20

VERT: 1" = 10'

4570.00

458…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 20, 2023.