CAMP SHERMAN DRAWINGS 08_10_2022 .pdf
PDF 6 MB Posted
- Attached to
- CAMP SHERMAN YOUTH ANGLING AND ACCLIMATION POND PROJECT. Construct a youth and ADA accessible area
- Solicitation number
- S-63500-00004675
- Issued by
- Jackson County, Canyonville City, Oregon
About this file
This document contains preliminary drawings for the Camp Sherman Youth Angling and Acclimation Pond project, which is being managed by the Oregon Department of Fish and Wildlife. The scope of work includes grading and forming a new concrete extension at the RV pad, pouring a new concrete pad with a broom finish, leveling the grade at kiosk locations, auguring caissons and a new gate post hole, removing an old gate pole, spreading rock at the kiosks and pathway, relocating a trash can, grading and pouring concrete pads for ADA benches and picnic areas, installing a cantilever fishing platform, and compacting the roadway surface from the parking lot to the pond.
The project requires the contractor to follow Oregon's utility notification rules, and work is to be confined to existing roads and paths. Staging will be at the parking area, and spoils are to be handled properly. The project has an estimated value, but no pricing terms, set asides, or funding sources are provided in the document. The drawings indicate this is Phase 2 of the overall project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Rebar Data Sheet.pdf | ||
| ITBAttA - Draft ContractForServices .pdf | ||
| ITB Camp Sherman Copy.pdf | ||
| ITB S-25700-00004676 Att C-Bid Pricing Form.pdf | ||
| 20221027120144615.pdf | ||
| Bid Tally sheet.pdf | ||
| Construction specifications.pdf | ||
| Addendum 1 Camp Sherman Youth Pond.doc | DOC document |
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Text version
DATE:
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CAMP SHERMAN
YOUTH ANGLING AND ACCLIMATION POND
OLD HATCHERY RD.
CAMP SHERMAN, OR 97730
LATITUDE = 44.4561 LONGITUDE = -121.6470
SCOPE OF WORK
WORK LOCATED AT PARKING LOT
1. GRADE AND FORM NEW CONCRETE EXTENSION AT RV PAD
2. POUR NEW CONCRETE PAD AT RV PAD WITH BROOM FINISH
3. LEVEL OUT GRADE AT KIOSK LOCATIONS FOR PATHWAY TO GATE ENTRANCE
4. AUGER OUT 4 TWENTY FOUR INCH IN DIAMETER (0'-24” Ø) CAISSONS FOR KIOSK'S
5. REMOVE OLD GATE POLE WITH HINGES AT POND ENTRANCE
6. AUGER NEW TWELVE INCH DIAMETER (0'-12” Ø) BY FOUR FOOT (4'-0”) DEEP HOLE FOR NEW ENTRY GATE POLE
7. POUR NEW FOOTING WITH REPLACEMENT GATE POST INSERTED
8. RE INSTALL OLD GATE ONTO NEW POST
9. SPREAD ROCK A MINIMUM OF THREE INCH (0'-3”) THICK AND COMPACT NEW THREE QUARTER MINUS (3
4"-0) ROCK AT
KIOSKS AND PATHWAY TO GATE ENTRANCE
10. RELOCATION OF EXISTING TRASH CAN WHERE KIOSKS WILL BE INSTALLED
WORK LOCATED AT & AROUND POND
1. GRADE, FORM, AND POUR THREE (3) NEW CONCRETE ADA BENCH PADS LOCATED AROUND POND
2. LEVEL OUT GRADE ONE (1) NON-ADA PICNIC TABLE PAD
3. INSTALL AND COMPACT THREE QUARTER MINUS (¾”-0) CRUSHED ROCK AT NON-ADA PICNIC AREA
4. GRADE, FORM, AND POUR ONE CONCRETE ADA PICNIC AREA PAD
5. INSTALL CONCRETE FOOTINGS AND WELD PLATES FOR CANTILEVER PLATFORM
6. INSTALL CANTILEVER PLATFORM BY WELDING THE STRUCTURE TO WELD PLATES ON FOOTINGS
7. POUR FLOATING CONCRETE CANTILEVER PLATFORM DECK
ROADWAY FROM PARKING LOT TO POND
1. COMPACT ROADWAY SURFACE FROM PARKING LOT TO POND BY DUSTING WITH CONCRETE, WATERING, AND
COMPACTION
ATTENTION EXCAVATORS
OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION
CENTER (OUNC). THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.
YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING THE ADMINISTRATION
NUMBER 503-232-1987, OR IN PERSON AT 1415 SE ANKENY, PORTLAND, OREGON 97214-1471 (ALSO THE
OUNC MAILING ADDRESS). ONLINE INFORMATION IS AVAILABLE AT www.digsafelyoregon.com.
YOU MUST NOTIFY THE CENTER AT LEAST TWO (2) BUSINESS DAYS BEFORE COMMENCING
EXCAVATION. CALL OUNC TOLL FREE AT 800-332-2344 OR FAX OUNC AT 503-293-0826.
ONLINE OUNC SERVICE TICKET REQUESTS ARE AVAILABLE AT www.callbeforeyoudig.org.
DIG SAFELY!!
FACILITY MANAGER
JENNIFER LUKE - STEP BIOLOGIST
OREGON DEPARTMENT FISH AND WILDLIFE
DESCHUTES WATERSHED DISTRICT OFFICE
61374 PARRELL RD, BEND, OR 97702
TEL: (541) 388-6366
EMAIL: jennifer.a.luke@odfw.oregon.gov
PROJECT MANAGER
OWNER'S AUTHORIZED REPRESENTATIVE
BRYCE HANSEN - R&E CONSTRUCTION PROJECT MANAGER
OREGON DEPARTMENT FISH AND WILDLIFE
4034 FAIRVIEW INDUSTRIAL DR. SE, SALEM, OR 97302
TEL: (971) 600-7480
EMAIL: bryce.p.hansen@odfw.oregon.gov
SHEET INDEX
1 TITLE SHEET
2 EXISTING LAYOUT
3 PROPOSED LAYOUT = PHASE 2
4 DETAILS OF PARKING LOT = PHASE 2
5 DETAILS OF POND AMENITIES = PHASE 2
6 DETAILS OF POND AMENITIES = PHASE 2
7 DETAILS OF POND AMENITIES = PHASE 2
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SPRING LOCATION
SPRING LOCATION
RESIDENCE
GREENHOUSE
WELL
S
T
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A
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EXISTING GRAVEL ROAD
EXISTING POWER LINE
S
P
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K
SCALE: 1" = 50'-0" ON 22" x 34"
EXISTING SITE PLAN
OUTLET PIPE
ADA SINGLE
VAULT TOILET
HARDEN PATH THAT
VARIES TO 6'-0"
WIDE
INTAKE
STRUCTURE
SEE NOTE 1
PRIVACY
FENCE
PLANT NATIVE PLANTS,
SHRUBS, AND TREES
SEE NOTE 3
SPECIAL
EVENTS
PARKING
PIPE TO POND INLET
SEE NOTE 2
LOCK GATE
HOST SITE
ADA PARKING
OVER FLOW OUTLET PIPE
WETLAND
RV PAD
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POND
EXISTING GRAVEL ROAD
SPRING LOCATION
SPRING LOCATION
EXISTING POWER LINE
S
T
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A
M
ADA SINGLE
VAULT TOILET
HARDEN PATH THAT
VARIES TO 6'-0"
WIDE
S
P
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E
K
INTAKE
STRUCTURE
SEE NOTE 1
SCALE: 1" = 50'-0" ON 22" x 34"
PROPOSED SITE PLAN - PHASE 2
WILDLIFE FRIENDLY
WIRE FENCE
NEW PICNIC TABLE & BENCH
WITH COMPACTED ADA HARD
SURFACE
NEW INFORMATION KIOSK'S
AND GRAVELED TRAIL SYSTEM
PLANT NATIVE PLANTS,
SHRUBS, AND TREES
SEE NOTE 3
1342'-0" ±
SPECIAL
EVENTS
PARKING
PIPE TO POND INLET
SEE NOTE 2
LOCK GATE
ADA PARKING
THREE (3) NEW ADA BENCHES
WITH CONCRETE WHEELCHAIR
PAD
NEW ADA CANTILEVERED
CASTING DECK
GENERAL NOTES:
1. CONSTRUCTION ACCESS - TO BE CONFINED TO EXISTING ROAD & PATH
2. STAGING AREA TO BE AT SITE OF PARKING AREA
3. SPOILS AREA - INSTALL SEDIMENT FENCE AS NEEDED PRIOR TO DEPOSITING SPOILS FROM THE
EXCAVATION OF THE CANTILEVERS FOUNDATION IN THIS AREA. TOP WITH MIN 12" TOP SOIL
PLANT NATIVE PLANTS, TREES, SHRUBS, GRASSES, ETC. AFTER FINAL GRADED.
WETLAND
EXISTING RV PAD
NEW 4' EXTENSION
TO RV PAD
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PRELIMINARY
DRAWING
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SCALE: 1" = 20'-0" ON 22" x 34"
PROPOSED SITE PLAN - PHASE 2
SCALE: 1" = 40'-0" ON 22" x 34"
SINGLE PANEL KIOSK
X
XX
2'-0"
4'-4
8'-4
9'-5
5'-11
SCALE: 1" = 50'-0" ON 22" x 34"
NEW 4' EXTENSION TO RV PAD
50'-0"
1'-0" 1'-0"
CONCRETE NOTES:
1. NUMBER FOUR (#4) REBAR PINS ARE TWELVE
INCHES (12") OC.
2. DRILL FIVE EIGHTS INCH (
") HOLE TWELVE
INCHES (12") DEEP INTO SIDE OF EXISTING RV
PAD
3. BLOW OUT HOLES PRIER TO EPOXYING REBAR
4. EPOXY NUMBER FOUR (#4) REBAR IN FIVE
EIGHTS INCH (
") DRILLED HOLES
SCALE: 1" = 10'-0" ON 22" x 34"
NEW 4' EXTENSION TO RV PAD
1'-0"
KIOSK NOTES:
1. THERE WILL BE TWO (2) KIOSKS TO INSTALL AT
THE SITE
2. KIOSKS WILL BE STAGGERED SO PLACEMENT
WILL BE MARKED OUT BY ODFW PROJECT
REPRESENTATIVE
3. KIOSKS ROOF WILL BE CONSTRUCTED ON SITE.
MATERIAL BUNDLE WILL BE PROVIDED BY
ODFW ALONG WITH PLAN SET
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NOTES: FOUR INCH (4") THICK CONCRETE SLAB WITH NUMBER FOUR #4 REBAR GRID EIGHTEEN INCHES ON CENTER (18" OC)
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SCALE: 1" = 20'-0" ON 22" x 34"
NEW PICNIC AREA & CANTILEVER
HWL - 99.00
SCALE: 1" = 20'-0" ON 22" x 34"
SOUTH WEST VIEW ADA CONCRETE PICNIC AREA
ADA CANTILEVER
FISHING PLATFORM
SCALE: 1" = 30'-0" ON 22" x 34"
ADA CONCRETE PICNIC AREA
17'-0"
0'-3"
1'-0"1'-6"1'-6"
0'-3" 14'-6"
15'-0"
0'-9" 1'-6" 1'-6"
0'-3"
NOTES: FOUR INCH (4") THICK CONCRETE SLAB WITH NUMBER FOUR #4 REBAR GRID EIGHTEEN INCHES ON CENTER (18" OC)
SCALE: 1" = 20'-0" ON 22" x 34"
NORTH WEST VIEW ADA CONCRETE PICNIC AREA
NOTES: FOUR INCH (4") THICK CONCRETE SLAB WITH NUMBER FOUR #4 REBAR GRID EIGHTEEN INCHES ON CENTER (18" OC)
16'-6"
1'-0" 1'-6" 1'-6"
17'-0"
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SCALE: 1" = 20'-0" ON 22" x 34"
ADA CANTILEVER DETAIL
EXPANSION JOINT BETWEEN SIDEWALK
AND ADA-CANTILEVER PAD
HWL - 99.00
NOTES: MINIMUM OF 2" BETWEEN BOTTOM OF I-BEAM AND HWL
SCALE: 1" = 20'-0" ON 22" x 34"
ADA-CANTILEVER MAIN FOOTING FRONT VIEW
1'-0"
4'-5
SCALE: 1" = 20'-0" ON 22" x 34"
ADA-CANTILEVER MAIN FOOTING SIDE VIEW
3'-0"
MINIMUM OF TWO INCHES (2")
BETWEEN I-BEAM & HWL
2'-5
5'-5
1'-4
2'-10
7'-5"
0'-11
8'-4
SCALE: 1" = 20'-0" ON 22" x 34"
ADA-CANTILEVER SONOTUBE FOOTING FRONT VIEW
ONE INCH (1") CHAMFUR AT TOP
OF SONOTUBE FOOTING
NOTES: MINIMUM OF 2" BETWEEN BOTTOM OF I-BEAM AND HWL
0'-3"
1'-3"
1'-6"
3'-11
5'-5
0'-9
SCALE: 1" = 20'-0" ON 22" x 34"
ADA PATHWAY
MIN OF TWELVE INCHES OF FLAT
SURFACE BETWEEN PATH &
WATER
HWL - 99.00
REMOVE ALL ORGANIC MATERIAL
UNDER PATHWAYS AND PLACE
GEO FABRIC PRIOR TO ROCK
FORTY INCHES (40") MIN WIDTH -
SEVENTY TWO INCHES (72") MAX
WIDTH WITH MIN 4" BASE 98% MIN
COMPACTION
"-0 CRUSHED ROCK
PATHWAY
MAX OF TWO PERCENT
(2%) SLOPE
EXISTING GRADE
CANTILEVER IS PROVIDED BY ODFW.
CONTRACTOR IS RESPONSIBLE FOR
CONCRETE DECK
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SCALE:
" = 1'-0" ON 22" x 34"
ADA CONCRETE BENCH SLAB FRONT VIEW
MINIMUM OF ONE FOOT SIX
INCHES (1' 6") FROM BENCH
FRONT TO EDGE OF CONCRETE
7'-0" 3'-6"
10'-6"
SCALE:
" = 1'-0" ON 22" x 34"
ADA CONCRETE BENCH SLAB FRONT VIEW
1'-6"
3'-6"
ELEVATION OF GRAVEL IS FLUSH
WITH CONCRETE SLAB SURFACE
NOTES: SIX INCH (6") THICK CONCRETE SLAB WITH
NUMBER FOUR #4 REBAR GRID EIGHTEEN INCHES ON
CENTER (18" OC)
NOTES: SIX INCH (6") THICK CONCRETE SLAB WITH
NUMBER FOUR #4 REBAR GRID EIGHTEEN INCHES ON
CENTER (18" OC)
0'-5"
INSET BENCH BASE FIVE INCHES
(0' 5") FROM EDGE OF CONCRETE
MAX OF ONE PERCENT
(1%) SLOPE
SCALE: 1" = 20'-0" ON 22" x 34"
NON-ADA BENCH FOOTINGS FRONT VIEW
SCALE: 1" = 20'-0" ON 22" x 34"
ADA CONCRETE BENCH SLAB FRONT VIEW
0'-9" 2'-6"
TOP OF FOOTING IS SIX INCHES
(0' - 6") BELOW GRADE.
0'-6"
SUSPEND BOTTOM OF BENCH
UPRIGHT IN CONCRETE MINIMUM
OF FOUR INCHES (0' - 4") FROM
EXISTING EARTH
SUSPEND BOTTOM OF BENCH
UPRIGHT IN CONCRETE MINIMUM
OF FOUR INCHES (0' - 4") FROM
EXISTING EARTH
TOP OF FOOTING IS SIX INCHES
(0' - 6") BELLOW GRADE.
4'-0"
SCALE: 1" = 20'-0" ON 22" x 34"
NON-ADA PICNIC TABLE PAD
MIN OF 0'-12" OF LEVEL SURFACE
AROUND PERIMETER OF PAD
BEFORE RETURNING TO NATURAL
GRADE
EXISTING GRADE PLACED LAND ANCHOR IN
CENTER OF PAD
GEO-FABRIC PLACED PRIER TO
CRUSHED ROCK
REMOVE ORGANIC MATERIAL AS
NEEDED TO SOLID NATIVE
SURFACE
10' X 12' 3" DEEP COMPACTED
"-0
CRUSHED ROCK
MAX OF ONE PERCENT
(2%) SLOPE
0'-5"
TOP OF BENCH TO FINISH GRADE
MIN 17" MAX 19" TALL
C:\Users\hansenbr\Desktop\Metolius Pond\Drawings\CAMP SHERMAN PHASE 2 DRAWINGS 08_10_2022 .dwg, 8/11/2022 8:47:41 AM, AutoCAD PDF (General Documentation).pc3
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File details come from the government source that posted it. Updated .