B.08 - W9127N20B0015 PLANS.PDF

PDF 11 MB Posted May 29, 2020

Attached to: W9127N20B0015 Pine Meadows Recreation Area Paving
Solicitation number: W9127N20B0015
Issued by: Department of the Army Corps of Engineers Engineering District Portland

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation package includes plans and specifications for a pavement rehabilitation project at the Pine Meadows Recreation Area. The U.S. Army Corps of Engineers, Portland District is soliciting bids for milling and overlay of main roads, slurry sealing of campsites, and patch repairs throughout the campground. Bids are due by June 29, 2020 at 2:00 PM PST and will be evaluated by the USACE-NWP Contracting Office. The work includes milling, asphalt overlay, patching, pavement marking, signage, and other repairs detailed in the attached drawings. Optional bid items include permanent traffic control plans for campsite loops. The pre-bid period closes on June 29th and award is anticipated shortly thereafter.

View the file

Other files

File	Type	Posted
C.04 - Abstract - W9127N20B0015 signed.pdf	PDF	Jun 30, 2020
B.08 - W9127N20B0015.PDF	PDF	May 29, 2020

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

LEGEND

EXISTING ASPHALT PAVEMENT

EXISTING CONCRETE

EXISTING EDGE OF PAVEMENT

EXISTING WATER LINE

EXISTING GRAYWATER LINE

EXISTING STORM SEWER LINE

EXISTING CULVERT

EXISTING PRESSURE SEWER LINE

EXISTING WHEEL STOPS

G-001

C O

E G

R O

N D

N E

D O

W S

N A

L O

D S

/1 6/

M .R

H O

M .M

D G

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

PROJECT

AREA

BOUNDARY MAP

LOCAL VICINITY MAP

NOT TO SCALE

WASHINGTON

OREGON

COTTAGE GROVE LAKE

PINE MEADOWS

RECREATIONAL AREA

PROJECT LOCATION

MIDDLE FK.

WILLAMETTE R.

COTTAGE

GROVE

JUNCTION CITY

SPRINGFIELD

EUGENE

OAKRIDGE

45mi

APPROX. 115 MILES

TO PORTLAND, OR

FROM EUGENE, OR

BLUE RIVER

SOUTH FK.

MCKENZIE R.

ILLAM

ETTE R

ROW R.

C O

FALL CK.

LOOKOUT POINT DAMDEXTER

DAM

DORENA DAM

COTTAGE

GROVE DAM

DORENA 58

99W 99E

FALL CREEK

DAM

COUGAR DAM

HILLS CREEK

DAM

COUGAR

LAKE

COTTAGE GROVE RESERVOIR ROAD

SHEET INDEX:

G-001 SITE LOCATIONS MAPS AND SHEET INDEX

G-002 OVERALL EXISTING SITE PLAN

G-003 TABULATION OF QUANTITIES

C-001 SITE PLAN - NORTH LOOP

C-002 SITE PLAN - ENTRANCE

C-003 SITE PLAN - SOUTH LOOP

C-004 DETAILS

C-005 PERMANENT TRAFFIC CONTROL PLAN - NORTH LOOP (OPTION)

C-006 PERMANENT TRAFFIC CONTROL PLAN - SOUTH LOOP (OPTION)

FOR INFORMATION ONLY DRAWINGS

1986 - PINE MEADOW CAMPGROUND RENOVATION - AS-BUILTS

SOLICITATION NO.:

CONTRACT NO.:

PORTLAND DISTRICT

COTTAGE GROVE

PINE MEADOWS

RECREATION AREA PAVING

W9127N20B0015

THIS PROJECT WAS DESIGNED BY THE PORTLAND DISTRICT OF THE

U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT

AS REQUIRED BY ER 1110-1-8152 AND INDICATE OFFICIAL

RECOMMENDATION AND APPROVAL OF ALL THE DRAWINGS IN THIS SET.

MARK J. SAWKA, P.E.

CHIEF, DESIGN BRANCH

ELIZABETH R. WELLS, P.E.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

AARON L. DORF

COLONEL, CORPS OF ENGINEERS

DISTRICT COMMANDER

SUBMITTED

APPROVED

NOT TO SCALE

SITE LOCATION MAP

STAGING AREA

LEGEND

EXISTING ASPHALT PAVEMENT

EXISTING CONCRETE

EXISTING EDGE OF PAVEMENT

W W EXISTING WATER LINE

SS SS EXISTING GRAYWATER LINE

ST ST EXISTING STORM SEWER LINE

ST EXISTING CULVERT

PS PS EXISTING PRESSURE SEWER LINE

EXISTING WHEEL STOPS

W W

SS SS SS SS SS

SSSS

SSSSSSSSW

W W

SS SS SS SS SS

SSSS

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SS SS SS SS SS SS SS SS SS SS SS SS SS

W W

SS SS

SS SS SS SS

SS SS

SSSSSSSS

W W

W W W

W W

PS PS PS

G 2E

N C

Fi le

L as t S av ed B y:

G-002

C O

E G

R O

N D

N E

D O

W S

N A

N G

E M

/0 6/

M .R

H O

M .M

D G

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

CAMPGROUND ENTRANCE

OVERALL EXISTING SITE MAP

0100' 100'

COTTAGE GROVE RESERVOIR ROAD

COTTAGE GROVE LAKE

COMFORT

STATION

COMFORT STATION

MAINTENANCE SHED

ENTRANCE BOOTH

DUMP STATION

PLAYGROUND

AMPHITHEATER

N E

STAGING AREA

0.5 ACRE

NOTES:

1. PLANS ARE BASED ON AS-BUILT INFORMATION, NOT SURVEY. REFERENCE DRAWINGS 1986 - PINE MEADOW CAMPGROUND

RENOVATION_AS-BUILTS FOR MORE INFORMATION

2. CAMPSITES 01 THROUGH 44 MAKE UP NORTH LOOP, AND 45 THROUGH 93 THE SOUTH LOOP

G 2E

N C

Fi le

L as t S av ed B y:

G-003

C O

E G

R O

N D

N E

D O

W S

N A

O N

O F

Q U

/1 6/

. R

H O

M . M

D G

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

NOTES:

1. QUANTITIES ARE FOR INFORMATION ONLY, REFER TO SPECIFICATION 01 22 00.00 FOR

MEASUREMENT AND PAYMENT OF ALL CLINs.

2. LOCATIONS ARE APPROXIMATED AND SHALL BE FIELD VERIFIED WITH CONTRACTING

OFFICER'S REPRESENTATIVE.

3. REFER TO C-004 FOR DETAILS.

4. GIVEN FUNDING AVAILABILITY, EITHER CLIN 0003 OR CLIN 0008 WILL BE AWARDED,

NOT BOTH.

5. IF CLIN 0003 IS AWARDED, QUANTITY FOR ACP LIFT 2 IN CLIN 0002 WILL BE MEASURED

FOR PAYMENT WITHIN CLIN 0003.

SS SS

W W

SS SS SS SS

SS SS SS SS SS SS SS SS SS SS

SS SS

W W

PS PS PS PS PS PS PS PS PS

W W

W W W W W W W W W W W W W W W W W W W W

W W

LEGEND

MILL & OVERLAY MAIN ROAD, SEE DETAIL 2, C-004, CLIN 0003 (OPTION)

SLURRY SEAL CAMPSITES, CLIN 0007 (OPTION)

EDGE OF PAVEMENT

TYPE 1 PATCH REPAIR MAIN ROAD, SEE DETAIL 3, C-004, CLIN 0002

TYPE 2 PATCH REPAIR CAMPSITE, SEE DETAIL 1, C-004, CLIN 0006 (OPTION)

TYPE 2 PATCH REPAIR MAIN ROAD, SEE DETAIL 1, C-004, CLIN 0002

TYPE 1 PATCH REPAIR CAMPSITES, SEE DETAIL 3, C-004, CLIN 0006 (OPTION)

G 2E

N C

Fi le

L as t S av ed B y:

C-001

C O

E G

R O

N D

N E

D O

W S

N A

N O

L O

O P

/1 6/

. R H

O D

M . R

H O

D C

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

N SITE PLAN - NORTH LOOP

040' 40'

COTTAGE GROVE RESERVIOR ROAD

COTTAGE GROVE LAKE

COMFORT

STATION

CAUTION!

EXISTING WATER LINE

TO REMAIN

LOCATION C

SEE G-003

NOTES:

1. PLANS ARE BASED ON AS-BUILT INFORMATION, NOT SURVEY. REFERENCE DRAWINGS

1986 - PINE MEADOW CAMPGROUND RENOVATION_AS-BUILTS FOR MORE

INFORMATION

2. LOCATIONS OF REPAIRS ARE APPROXIMATE, FINAL LOCATION WILL BE DETERMINED

BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

3. REMOVE AND SALVAGE WHEELSTOPSLOCATION B

SEE G-003

LOCATION E

SEE G-003

LOCATION D

SEE G-003

W W

W W W W W W W W W W W W W W W W W W W W

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

SSSSSSSSSSSSSS

SSSSSSSSSSSS

SS SS SS SS W

W W

WWWWW

W W W W

W W

W W W W

W W

SS SS SS SS SS SS SS SS SS

SS SS SS SS

W W

SS SS

W W

W W W W W W W W W W W W W W W W W W W W

W W

W W W W W W W W W W W W W W W W W W W W

W W

W W W W W W W W W W W W W W W

W W

PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS

LEGEND

MILL & OVERLAY MAIN ROAD, SEE DETAIL 2, C-004, CLIN 0003 (OPTION)

SLURRY SEAL CAMPSITES, CLIN 0007 (OPTION)

EDGE OF PAVEMENT

TYPE 1 PATCH REPAIR MAIN ROAD, SEE DETAIL 3, C-004, CLIN 0002

TYPE 2 PATCH REPAIR CAMPSITE, SEE DETAIL 1, C-004, CLIN 0006 (OPTION)

TYPE 2 PATCH REPAIR MAIN ROAD, SEE DETAIL 1, C-004, CLIN 0002

TYPE 1 PATCH REPAIR CAMPSITES, SEE DETAIL 3, C-004, CLIN 0006 (OPTION)

G 2E

N C

Fi le

L as t S av ed B y:

C-002

C O

E G

R O

N D

N E

D O

W S

N A

/1 6/

. R H

O D

M . M

D C

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

040' 40'

COTTAGE GROVE LAKE ROAD

COTTAGE GROVE LAKE

RANGER

STATION

EXISTING WATER

LINE TO REMAIN

CAUTION!

EXISTING CULVERT

TO REMAIN

NOTES:

1. PLANS ARE BASED ON AS-BUILT INFORMATION, NOT SURVEY. REFERENCE DRAWINGS 1986 - PINE

MEADOW CAMPGROUND RENOVATION_AS-BUILTS FOR MORE INFORMATION

2. LOCATIONS OF REPAIRS ARE APPROXIMATE, FINAL LOCATION WILL BE VERIFIED BY THE COR.

3. REMOVE AND SALVAGE WHEELSTOPS

LOCATION G

SEE G-003

TYPICAL UTILITY TRENCH

SEE DETAIL C-004

4 & 5

SITE PLAN - ENTRANCE

SEE NOTE 3.

LOCATION A

SEE G-003

LOCATION F

W W

SSSS

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

W W

SS SS SS

SS SS SS SS SS

SS SS SS SS

W W

SS SS SS SS SS SS

W W

SSSSSS

W W W W W W W W

W W

PS PS PS PS PS PS

PS PS PS PS PS PS PS PS PS PS PS

LEGEND

MILL & OVERLAY MAIN ROAD, SEE DETAIL 2, C-004, CLIN 0003 (OPTION)

SLURRY SEAL CAMPSITES, CLIN 0007 (OPTION)

EDGE OF PAVEMENT

TYPE 1 PATCH REPAIR MAIN ROAD, SEE DETAIL 3, C-004, CLIN 0002

TYPE 2 PATCH REPAIR CAMPSITE, SEE DETAIL 1, C-004, CLIN 0006 (OPTION)

TYPE 2 PATCH REPAIR MAIN ROAD, SEE DETAIL 1, C-004, CLIN 0002

TYPE 1 PATCH REPAIR CAMPSITES, SEE DETAIL 3, C-004, CLIN 0006 (OPTION)

G 2E

N C

Fi le

L as t S av ed B y:

C-003

C O

E G

R O

N D

N E

D O

W S

N A

O O

/1 6/

. R H

O D

M . M

D C

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

SITE MAP - SOUTH LOOP

040' 40'

COTTAGE GROVE LAKE ROAD

COTTAGE GROVE LAKE

COMFORT

STATION

CAUTION!

EXISTING LINE

TO REMAIN

EXISTING CULVERT

TO REMAIN

CAUTION!

EXISTING LINE

TO REMAIN

CAUTION!

EXISTING LINE

TO REMAIN

NOTES:

1. PLANS ARE BASED ON AS-BUILT INFORMATION, NOT SURVEY. REFERENCE DRAWINGS 1986 - PINE

MEADOW CAMPGROUND RENOVATION_AS-BUILTS FOR MORE INFORMATION

2. LOCATIONS OF REPAIRS ARE APPROXIMATE, FINAL LOCATION WILL BE VERIFIED BY THE COR.

3. REMOVE AND SALVAGE WHEELSTOPS

LOCATION H

SEE G-003

LOCATION I

SEE G-003

LOCATION J

SEE G-003

LOCATION K

SEE G-003

LOCATION L

SEE G-003

LOCATION N

SEE G-003

LOCATION M

SEE G-003

LOCATION O

N C

Fi le

L as t S av ed B y:

C-004

C O

E G

R O

N D

N E

D O

W S

N A

/0 6/

M .R

H O

M .M

D C

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

NOT TO SCALE

MAIN ROAD & CAMPSITES

TYPICAL TYPE 2 PATCH REPAIR SECTION

LIMITS OF REPAIR

LENGTH VARIES

16"

EDGE OF

PAVEMENT

EXCAVATION

LIMIT

16"

SAWCUT

EXISTING

PAVEMENT

PLAN VIEW

SAWCUT

EXISTING

PAVEMENT

6" AGGREGATE BASE

COMPACTED DEPTH

2.5" ASPHALT LIFT 1

1.5 " ASPHALT LIFT 2, SEE NOTE 1.

PRIME COAT

TOP OF

EXISTING

GRADE

TACK COAT BETWEEN

ASPHALT LAYERS

SECTION VIEW

MATCH EXISTING EDGE OF PAVEMENT

WIDTH VARIES

TACK COAT MILLED SURFACE

OVERLAY 1.5" ACP, COMPACTED DEPTH

PROFILE VIEW

BACKFILL TO

EDGE OF

ASPHALT, SEE

NOTE 2.

LIMITS OF REPAIR

LENGTH VARIES TOP OF EXISTING

GRADE

EXISTING

SECTION

MATCH EXISTING EDGE OF PAVEMENT

WIDTH VARIES

NOT TO SCALE

MAIN ROAD & CAMPSITES

TYPICAL MILL & OVERLAY SECTION

C-004

TOP OF FINISHED

GRADE

EXCAVATE 18"

6" AGGREGATE BASE

COMPACTED DEPTH

2.5" ASPHALT LIFT 1

1.5 " ASPHALT LIFT 2, SEE NOTE 1.

PRIME COAT

TOP OF

EXISTING

GRADE

TACK COAT BETWEEN

ASPHALT LAYERS

EXISTING

SECTION

MATCH EXISTING EDGE OF PAVEMENT

WIDTH VARIES

EXCAVATE 10"

SAWCUT

EXISTING

PAVEMENT

LIMITS OF REPAIR

LENGTH VARIES TOP OF EXISTING

GRADE

TOP OF FINISHED

GRADE

NEW SECTION EXISTING SECTION

NOT TO SCALE

PAVED

TYPICAL UTILITY TRENCH TYPE A

C-004

SECTION VIEW

PROFILE VIEW

24"

2" PVC CONDUIT (3)

BEDDING MATERIAL

UTILITY MARKER TAPE BACKFILL

MATERIAL,

COMPACT IN 6"

LIFTS

6" AGGREGATE BASE

COMPACTED DEPTH

2.5" ASPHALT LIFT 1

1.5 " ASPHALT LIFT 2, SEE NOTE 1.

NOT TO SCALE

MAIN ROAD & CAMPSITES

TYPICAL TYPE 1 REPAIR SECTION

C-004

SAWCUT

EXISTING

PAVEMENT

MILL 1.5" DEPTH

BACKFILL MATERIAL,

COMPACT IN 6" LIFTS

NOTES:

1. IF CLIN 0003 IS AWARDED, ASPHALT LIFT 2 WILL BE COUNTED AS OVERLAY FOR MEASUREMENT AND PAYMENT.

2. DO NOT REMOVE TREES LARGER THAN 6" IN DIAMETER AT BREAST HEIGHT UNLESS APPROVED BY CONTRACTING

OFFICER.

24" MIN DEPTH

1V:2HVARIES

BACKFILL TO

EDGE OF

ASPHALT, SEE

NOTE 2.

1V:2HVARIES

NOT TO SCALE

UNPAVED

TYPICAL UTILITY TRENCH TYPE B

C-004

24"

2" PVC CONDUIT (3)

BEDDING MATERIAL

UTILITY MARKER TAPE BACKFILL

MATERIAL,

COMPACT IN 6"

LIFTS

24" MIN DEPTH

N C

Fi le

L as t S av ed B y:

C-005

C O

E G

R O

N D

N E

D O

W S

N A

C O

O L

N O

L O

O P

/2 7/

M .Z

M .M

D C

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

N PERMANENT TRAFFIC CONTROL PLAN - NORTH LOOP (OPTION)

050' 50'

COTT

AGE G

VE L

AKE R

OAD

COTTAGE GROVE LAKE

THROUGH LANE-USE ARROW, WHITE.

SEE DETAIL

THROUGH LANE-USE

ARROW, WHITE. SEE

DETAIL

ACCESSIBILITY PARKING SPACE,

SEE NOTE 1 & 2.

SEE DETAIL. 20FT x 11FT

STALLS (2).

C-005

THROUGH LANE-USE

ARROW SEE DETAIL

THROUGH LANE-USE

ARROW SEE DETAIL

DETAIL

N.T.S.C-005

THROUGH ARROW

N.T.S.C-005

C-005 4&6

PAVEMENT MARKINGS,

4-INCH. 20FT x 10FT

STALLS (6).

C-005

PAVEMENT MARKINGS,

4-INCH. 20FT x 10FT

STALLS (3).PAVEMENT MARKINGS,

4-INCH. 20FT x 10FT

STALLS (3).

PAVEMENT MARKINGS,

4-INCH. 20FT x 10FT

STALLS (4).

INSTALL MUTCD R7-8,

12" X 18"

INSTALL MUTCD R7-8a REQUIRED

FOR VAN ACCESSIBLE SPACES

ONLY

4X4 PRESSURE TREATED POST

ACCESSIBILITY SIGN

N.T.S.C-005

FINISHED GRADE

LOADING AND NO

PARKING ZONES.

SEE NOTE 4 & 5

CAMPSITE PAVEMENT MARKER

N.T.S.C-005

FHWA Standard Alphabet Font, Series D

C-005

N C

Fi le

L as t S av ed B y:

C-006

C O

E G

R O

N D

N E

D O

W S

N A

C O

O L

O O

P (O

/0 6/

M .Z

M .M

D C

-0

.d w g

PORTLAND DISTRICT

U .S

. A R

M Y

C O

O F

R S

D D

D , O

O N

N N

D R

B Y:

C H

D B

C R

O N

D B

C O

N O

SHEET

IDENTIFICATION

D R

G N

U M

US Army Corps of Engineers ®

T D

54321

N PERMANENT TRAFFIC CONTROL PLAN - SOUTH LOOP (OPTION)

050' 50'

COTTAGE G

ROVE L

AKE R

OAD

COTTAGE GROVE LAKE

THROUGH LANE-USE

ARROW. SEE DETAIL

THROUGH LANE-USE

ARROW. SEE DETAIL

ACCESSIBILITY PARKING SPACES.

SEE NOTE 1 & 2.

20FT x 8FT (2) & 20FT x 11FT (1)

SEE DETAIL

THROUGH LANE-USE

ARROW. SEE DETAIL

THROUGH LANE-USE

ARROW. SEE DETAIL

C-005

C-005 4&6

PAVEMENT MARKINGS,

4-INCH. 20FT x 11FT

STALLS (5).

PAVEMENT MARKINGS,

4-INCH. 20FT x 11FT

STALLS (6).

C-005

PAVEMENT MARKINGS,

4-INCH. 20FT x 11FT

STALLS (3).

PAVEMENT MARKINGS,

4-INCH. 20FT x 11FT

STALLS (5).

NOTES:

1. GRADE ACCESSIBLE PARKING SPACES AND LOADING ZONES MAXIMUM OF 2% SLOPE IN ALL

DIRECTIONS IN ACCORDANCE WITH UNIFORM FEDERAL ACCESSIBILITY STANDARDS SECTION 4.6.3.

2. INSTALL SIGNS AT ALL ACCESSIBLE PARKING SPACES IN FRONT OF EACH ACCESSIBLE SPACE, CENTERED ON THE WIDTH.

3. REINSTALL SALVAGED WHEELSTOPS. CENTERED IN STALL AND 2 FEET FROM EDGE OF PAVEMENT.

4. LOADING ZONES FOR ACCESSIBLE PARKING ARE 5FT WIDTH BY 20FT LENGTH.

5. HATCHED LINES AT 36 INCH MINIMUM ON CENTER WITH PAVEMENT MARKINGS IN ACCORDANCE WITH

SPECIFICATIONS.

6. INSTALL CAMPSITE PAVEMENT MARKER IN APPROXIMATE LOCATION OF EXISTING MARKER PER

DETAIL 7, SHEET C-005.

LOADING ZONES

SEE NOTE 4 & 5.

20FT x 5FT (3)

NO PARKING ZONES

SEE NOTE 5.

NO PARKING ZONES

SEE NOTE 5.

I CORPS OF ENGINEERS 4 3 2

u. S. ARMY '

LANE COUNTY, OREGON W A S H

"II

--~~--4j------..,. lo.I I..)

I:)

R E G 0 N

COTTAGE GROVE DAM SHORTRIDGE PARK

r I.)

--JV

~.::~:=-:::-~.::-.:-.:?t~~ ...... --- ...__ ---- ---1 -------n'

,,.,~2.,fiic~l;;;:c--- ESERVOIR HEAOQUARTE ,f's,..-

, ..,..,/.t£"s. )

Dl¼\m!i '.l), ~

CGW-7-2/1 1

CGW-7-2/2 2

CGW-7-2/3 3

CGW-7-2/4 4

CGW-7-2/5 5

JNFO~TIOO QNI Y Dll/\lUtES

CG-40-3/8

cr,-LIC}--3/11

CCrli!J---3/12

CrrLJQ---14/18

CG-110-4/19

¾ ::~ LAKES IDE PARK

'--J

INDEX

IlI1.E VICINITY MM', f'RoJECT SITE, INDEX

SITE Pt.AN ,,..o SLJR!'~C1>1G DnA.,cs f'.AAvwATER Cwm,r.1 SYSTEM AND RoAD 1~£NTS I liAAVWATER Cou.ECT"" SYSTEM AND RoAD !1'f'RCNEl'fl/TS II TY!'ICAL f.AM?sITES AND "1sCELLANEOUS

~STIC \·'ATER AND SEWEllAGE SYSTEMS

IRRIGATION SYSTEM-flt.AN AND ~AILS I l'lR!GATION SYSTF.M-Pt..AN NID :tl"A!LS II lliCTRICAL - 'lcMESTIC WATER Ptws A!ID Misc.

lliCTRICAl - ~A!NTE'l/\']CE Bunnm; AND ~]SC.

~AILS

l'fTA!LS

"- GROVE LAKE

..... ' ' I.)

\ "I'

II..

• Klolllalh Falls

~ . C A L I F. N E V A D A

VICINITY MAP .. 0 .. 100 , .. -MILES

LOCATION OF WORK

--------, ·•.. .f:'

---------.'--..... "-t#_ :-•• •••

•-~ .·• .:<::rt/ \crt::NIMUMPOOL EL.750

/) ,r ·<:·• ..

;{(~~~i:·,_ r'·,. ~;;~;~~?

I - .-f/- \J

/4~/ /. 1/ ~'; I I;

/p 1-!ctl r,J

\ \, l--a -::---~~

'" ui

- N N N t~,~- l!

''-'-- ~--' i

, , , WILSON CREEK PARK

.'-- 'I

· .... · \ ....... ./ i.. , m ~"'%~ \__.lf.,_,.~~:O

4 k

MAXIMUM CONSERVArtON

POOL EL.79O

IIHVl91O"'1 0A TE 01!'9Cl'l!l...,..ON I ■Y

LEGEND

---- PROJECT BOUNDARY

MAJOR ROADS

SECONDARY ROADS

-------- ROAD RIGHT OF WAY

IN rttT 500 1000 1!,00

U, S. ARMY ENGINEER DISTRICT, PORTLAND

WILLAMETTE RIVER BASIN, OREGON

COTTAGE GROVE RESERVOIR

PINE MEADOW CAMPGROUND RENOVATION

VICINITY MAPP

PROJECT SITE, INDEX

i S~EIT I CGW-7- 2/1

CORPS OF ENGINEERS

.J z :r u l;i

• 4 VJ-\LUC. C:.l'l'-'ll'IC.C:.l"'\11'1'-' WILL INL.Kt.A.:,c. ruu11 t'KUrtl.:)

PINE MEADOW CAMPGROUND

IOO 0 100 200 300

SCALE IN FEET

CONTOUR INTERVAL • 2 Ft.

AREA 3

AREA 2

r, __.-----:: CONST. PARK/ A ·

£XIS

ROOT REMOVAL AND

Evstin Roads Com sites and Parkin Width Varies ilumlnovs Seal Coar f rhis Contract/

I,,, I (/" Existing A.C. Pavement

Evstir.g / Sub,rade'

I l.--Existing leveling Covrse

Existing Base Covrse

TYPICAL SECTION

BITUMINOUS SEAL COAT

N T S

~EAL (DAT ALL ExlSllt-JG PA\JLVIEt-JT

IJE.W ?A\IE~J\E.NT A~D k'OAL REPAIR

AREAS.

REPAIR (Typ.)

ENTRANCE ROAD

W\-\lTE P/WvTEO ~~- Ltl-JE: Al-Ju Ai<R~w

EDGE ot GRuaEwJG Llr-li"tS ~ f2· , t'i"I\/Er.•8'JT

PLAN 5Aw C;crr Ex.1'5T11J6

?A\J£,'\,\f),JT

SAW CUT EX1'5TtNG

PLACE 81Tl.lM1>JO\A"S SEAL COAT

RACE '2' AC.. PA\Jtt-.lG i='AVEl"Etn ~ Pl.ACE tlz" Lt.\JELlf..lG COuic':,E: --~ e'LACC B" BA"'5E:. CDul'?SE ---~ ,, r~~~~::~~~~~;----~-~-8-G_~_A_D_£ ____ __,_..,...-+-,...d.'J k:v---,,~'

0 i<°EMi>,E ALL i;1xoT5 iWu o.:·cAc. '·'- 13,c\C..;f1u_ - - ~ .,,,;;e.,'1"-L Tc AM,.,,~'""" 12. OEEP

, f;,;.::, 2'. t-:t'/~"10 l0G£ OF PA\J[M(>JT

,j<~,,-f.1/,---------------...,.,..,,...,, SECTION

TYPICAL DETAIL

ROOT REMOVALS ROAD REPAIR

N T.S.

EXIST11,JG

PAIJEM£>.iT

SCC.TIOl\l l I

I' I/

AREA I

LAKE

X ..

C cl' .... >

EXPAND PARKING AREA

B r

AS CONSTRUCTED

CONTRACT No. DACW57-8-1.-C-ooo 9

1'1£V11110"i I OAT[ 1

U. S. ARMY ENGINEER DISTRICT, PORTLAND

WILLAMETTE RIVER BASIN, OREGON

CO TT AGE GROVE LAKE

PINE MEADOW CAMPGROUND RENOVATION

SITE PLAN

AND SURFACING DETAILS

•ufl"tiHnSEO .A /':' Df:filG"tCO DRA.WN:

.. "'----1' "" .. 2, I . 63-1H.IN JO

OATI

CHECKED

;:.'CF

CGW-7-2/2

CORPS OF ENGINEERS 4 VALUE ENGINEERING WILL INCREASE YOUR PROFITS

Bi luminous S.a/ Coat

Construct Parkin Construct Parking

Se• Pion For Limits f Existing Rood

2" A.C. Pavl~g I

• f Existing

8 Bos, Course Root!

SECTION D-D

EXPANDED PARKING AREA

N.T.S

4"0lo. PVC Coupling

I:\ /nsfa/1 4" Pl'pe ~ ( Casi Iron)

Note:

If Existing Cost Iron Pl'pe is broken or crocked, Contractor shall replace.

-==-~~3:..=--.--1.:;µ...,,., !references: Electrical pump and oullet piping details ore shown on drawings CG - 40- 4//8 and CG- 40-4/19

ELEVATION

EFFLUENT AND GRAYWATER EXISTING

LIFT STA.

s, 2" A.C. Poa-inr, 8" Bos, Course-

EXISTING

Bockflll Material

·•-;11.

2• A.C .. Po11ing

IY2" Le.,.,Jing CourH

8 • Bo.- Couru

14 lp;Pdj .. _ i mm 0.D. mm

Beddlnr, Mo,.rlo/

4 • Dia. Casi Iron Soil Pipe

DETAIL A

PAVEMENT REPAIR ROOT Rn.,ov~

'SEE ~\--IT 2.

Co.';; ':5-'j-AT TRENCH ROAD CROSSING

Exisf. cu.

/ LIFT STATIONS Top of Monholtl El. 792.8 In/el£/. 789. 6

BIT/JM/NO/J~ SEAL CoAT

10' 10' 4'

I E ' ... ,~

{ x,st,ng Rood

21'

Construct Parkin s• Bose Cours11

SECTION E-E

NEW PARKING

N.T.S

See Oeta If A For 'lJI.

Pal-'e e 1

( £;ci,5t,n9 ya r f.!f.........j---ll nydronf-

CE-2 25+08.5

83-53 EL 795.89

PK Nail 8 Wosher

PLAN

SCALE

U.S. ARMY

yard hydronf

SCALE r : 1'-0" Rt1ftlr8f'/Ced xlsting Grote w

------------------=--=---==-- - -S - - -- --

4 3

I. Reference elevations indicate top of grate. Establish assumed gr-ate elevation and hub where grate elevation is missing.

2. See ~heet 5 for back-in units pavement replacement detai I.

PLAN -AREA I

GRAYWATER COLLECTION SYSTEM

SCALE IN FEET

0 40

Grout

SECTION 8-8

NCT TC Sl-AL E

MODIFIED ··GRAYWATER

LEGEND

PAVEMENT CONSTRUCTION

BITUMINOUS SEAL COAT

F/L!

@) TO BE REMOVED a HYDRANT PLUGGED BELOW GROUND aeo,?,!

EX 1ST. YD. HYDRANT AND MODIFIED W.W. DISPOSAL PAD

WITH REFERENCE ELEVATION

EXIST. HOSE BIBB

- S - EX 1ST. SEWER LINE

-- PS- EXIST. PRESSURE SEWER LINE

--- -w·-·- EXIST. WATER LINE (POTABLE)

-WW- NEW GRAYWATER LINE

--t NEW CLEANOUT

ABANDON GRAYWATER LINE

CAMPSITE NUMBER

NOTE;/6rades on Wasf~ Wcd~r/in~s shex/1 be 1.mi-rbrrn fhroughouf each sfra19hf run anasha!I have a min.grade oF /.O."Y..

A " ·1 1.· '- '/1-. 4'' ,. qr-av, -'I 1nes 5.-,a .. - e nominal pipe s,z:.e_

2 Grout seal ofter Basin and Pipe ere Rew to Grode.

3Protrid6 wlC!eaiout Pfug for Clas/Id Season Operation.

DISPOSAL PAD

flll[Vl910N

U. S. A~MY ENGINEER DISTRICT, PORTLAND

WILLAMETTE RIVER BASIN, OREGON

COTTAGE GROVE LAKE

PIN'E MEADOW CAMPGClOUND RENOVATION

GRAYWATER COLLECTION SYSTEM

AND ROAD IMPROVEMENTS I

i w, 83JUNIO i M~ CGW-7-2/3 •LAT<

CORPS OF ENGINEERS 4

MeulJt) "TO ALI.OW FOR SITTLEWIE'NT

/ '5EtDli.lG ll'f cm-re~

Orli;jnol Ground UM

SECTION A-A (TYPICAL WYE FITTING)

SCALE If• 1°-0•

)JOTES:

I.) R'EFER'£"AJCE ELEIJAnOAJs INDICATE 7oP OF 6P.4TE.

ESTA &Isl-I A~UM£D 6/?ATE £LEVATI0#5 AND REFEREM::E HtlB W/.1£'/?f: 6'l?ArE' EL£V.4i/o,<; 15 /f,f/5'5/A.l6.

2.. AFTEI(' F~CAVATIMS TO ?e)tJ!RrD 6/?ADE. ALL.

TR'E/.,CH BOTToM':J ':':-rl4LL 13£ CoMPAC.TED BY A MWtMWM OF 2 PASSES Wl71/ AIJ APPRbV£D

POWE/F TAMPEP.

3. ::SE£ '51/E£r 2 FOR TYPICAL /31TtlA1WtJWS SEAL Co,4T 5f:..CTION.

EXISTING&

LIFT STA.

VALUE ENGINEERING WILL INCREASE YOUR PROFITS

U. 5. ARMY

ORIGINAL GROUND _,,,,.------MOUND TO ALLOW FOR SETTLEMENT

/ SEEDING BY OTHERS ' \

BEDDING

MATERIAL

1'1'''ri.~' ·~1111'"71 /·~' • -- #OT£: When~ Gray ;vafer

~ •~,,: · . ~ crosses ex 1st mg pofahle wafer /mes, fhe . ·r ! new /me shall be encased,,, C.L p~ssure ,·· ,o,~ for IO'on each side of' fhe infersecrion.

I BACKFI

MATFRIAL

SECTION C-C

TYPICAL Pl PE TRENCH scALE 1112.M. 1'-0·

C3ro.de5 on Gray wofer fines shall be 1.mif'orm fhrou9houf each sfrai:Jh-f run and shall have aKJlnimvm grade or J.OY..

All .1ravd'I lines shall he ~• nominal pipe s,~.

See Sheet !i for Bock - In Unit details 1 , I I , PLUG

£xis! Sepfic Tank

P STATION Rt.D

0 NOT PLACE SURFACE TREATME'NT .ON PAD

SEE SHEET 5 FOR DETAIL

P;i \~(?.-~~ f • .· ....... 1-+.

~ ·. A . A

0\ ·. ,. . . Coner~ tc.

£xisf. Seplic Tcrnk, Jtlef Wei/ and LiFfSfa.

PLAN - AREA 2 83

GRAYWATER COLLECTION SYSTEM

SCALE IN FEET

40 0 40 80

·PVr-<U.

ADAPTER

i'IP. CLEANOUT

4•DIA. CJ Y-CLEANOUT

---- WI TH PLUG

DETAIL

SCALE 1• • I' -o•

LEGEND

b<' ,. J.

I I

@J aso2.l v'

-s-

-PS-

----w "

-ww-

--t e

PAVEMENT CONSTRUCTION

BITUMINOUS SEAL COAT

TO BE REMOVED a HYDRANT PLUGGED BEL™' GROJND

EXIST YD. H YORANT ANO MODIFIED W.W. DISPOSAL PAD

WITH REFERENCE ELEVATIONS

EXIS'[ HOSE BIBB

EXIST. SEWER LINE

EXIST PRESSURE SEWER LINE

EXIST. WATER LINE (POTABLE)

NEW GRAYWATER LINE

NEW CLEANOUT .

CAMPSITE NUMBER

NOTE: MARK ALL CLEANOUTS AND WYES

PIPE LII\JE Mt.RKER

SCALE

AS CONSTRUCTED

CONTilACT No. DACW-84- C- OQO 1

<,,Ju,,z 45-Consfrucled

83 NO/ 10 Added C. I. Pi

U.S. ARMY ENGINEER DISTRICT. PORTLAND

WILLAMETTE RIVER BASIN, OREGON

COTTAGE GROVE RESERVOIR

PINE MEADOW CAMPGROUND RENOVATION

GRAYWATER COLLECTION SYSTEM

AND ROAD IMPROVEMENTS ll

PC.F

CGW-7- 2/4

- 0

:ti

Station {Location)

Station ..

(Location)

TYPE m

Approximate Campsite Location

TYPE I[

Grode

TYPE I

CAMP LOOP ROAD

20' Min.

CAMP LOOP ROAD

EXISTING PULL-THROUGH UNITS

UST OF BACK-IN UNITS

TO REC1EVE

PAVEMENT REPLACEMEt-JT

UN IT I-JO

2.2 '2.3 2.'5 2<o 2.7

UI-J\1' I-JO

.32 ~A ~5 ar..

3B ,9 '3 !>

BAtKF\LL TC

PA\J8v.1:J.JT 'SreTlot,!

Ai=TER

PLACE 2· A.C.

PL.AC.[ 2.

LEVUJl..lG Coui"S~

El(\'STIIJG '5U8GlcADE.

BACK -I~ UN IT PA\/EMEN1

•1u ... 1,..,a,_ 1....1•~11•L...1....1,11•~ IIILL 11.\....1\L,-.._IL IVUI\ l'l'\Vl"II~

Pl.)LL-THRDUGH UI-IITS APPROZ,I MATt.

!5LA!:,!~ WIDTtlS UNIT 00. w,o™ i=T.

3 ,9 :, 17

7 lb ---ID 12 ---12 16

14 ZI

45 12. p RD· 47 18 1..00 ----------53 15

-----5'5 12 ---------57 15 I

51 12 I

(cl 9 \ I I b3 12 I \ \

18 \ par~;ng \ 1.:,5

I I I 67 12 \ \ \ ,,9 8 I \ \ 77 14 \ \ ~ 13 15 \ ~ 74 20

~GS

,7 18 lq 12 83 17 &,, 15

1 4,000 Gal. Septic Tonk

\ J _ --\ ""' ,.,,,.., I \ I

PLAN

U.S. ARMY

20'R. 12.5' 40'R.

88 18

91 18 EXISTING TRAILER DUMP STATION

PA\IEME~T S~C.TID~

BEFORE

'5ECTl°"-l

Rt P lAC.E M ENT

CAMP LOOP ROAD ---+--

6' Precast Cone. Car Bump each Back-in ----.:---.....i..

Variable, 45° lo 60° to meet field conditions

SINGLE UNIT

I -~I __ C_A_MP LOOP ROAD

Q: ~ \ \

DOUBLE UNIT (4 EAC11)

EXISTING BACK-IN UNITS

3 l 2

10 0

I I II I I

FEET

Length As Required - See Sheet 3 and 4

6' Precasl Cone.

Car Bumper each Space ____ _,...~ I = I =

I I I I I I

I I Seal Coot Limits

I I

I I t to' I ~ ------1 (\j Typ. I I I

C"wide, white pointed stripes Edge of Roadway

Direction of Travel

EXISTING PARKING AREAS

AS CONSTRUCTED

CONTRACT No. /2ACW- 84-C- 0009

'4, Jur c .As- Consfrvcfed lll:£VISION DA.ff

DA~

U. 5. ARMY ENGINEER DISTRICT, PORTLAND

WILLAMETTE RIVER BASIN, OREGON

COTTAGE GROVE RESERVOIR

PINE MEADOW CAMPGROUND RENOVATION

TYPICAL CAMP SITES

AND MISCELLANEOUS

83JUNIO

!I CGW-7-2/5

CGRPMP20_PLANS_AS ADVERTISE.pdf

CGRPMP20_PLANS_ADVERTISE.pdf

G-001-Cover.pdf

CGRPMP20_PLANS_BCOES_BACKCHECK

CGRPMP20_PLANS_BCOES_BACKCHECK.pdf

G-002.pdf

G-003-Table of Quantities.pdf

C-001-North Loop.pdf

Sheets and Views

C-001

C-002-Entrance.pdf

C-003-Sout loop.pdf

CGRPMP20_PLANS_AS ADVERTISE

CGRPMP20_PLANS_ADVERTISE.pdf

CGRPMP20_PLANS_BCOES_BACKCHECK

CGRPMP20_PLANS_BCOES_BACKCHECK.pdf

C-004.pdf

C-005.pdf

C-006.pdf

1986 - Pine Meadow Campground Renovation_As-Builts.pdf

CGW-7-2-1

CGW-7-2-2

CGW-7-2-3_North Loop

CGW-7-2-4_South Loop

CGW-7-2-5

	2020-05-06T11:40:10-0700
SAWKA.MARK.J.1229184926

	2020-05-06T14:30:38-0700
WELLS.ELIZABETH.ROGER.1387647755

	2020-05-07T16:08:43-0700
DORF.AARON.LAWRENCE.1028790380

File details come from the government source that posted it. Updated May 29, 2020.