2.1_Drawings_Vesuvius_OM_Project.pdf
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- Attached to
- Vesuvious Dam Maintenance Services
- Solicitation number
- 1252B119Q0025
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| File | Type | Posted |
|---|---|---|
| 2.3_Location_Map_Vesuvius_OM_Project.pdf | ||
| quote_document_and_clauses.pdf | ||
| 2.2_Specifications_Vesuvius_OM_Project.pdf |
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PROJECT LOCATION
PROJECT SITE
VICINITY MAP:
SHEET OF
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE
1 COVER SHEET
2 EXISTING SITE PLAN
3 PROPOSED PLAN VIEW
4 DETAILS
DRAIN OUTLET CHANNEL
PLAN/PROFILE
DRAIN OUTLET CHANNEL CROSS
SECTIONS
FROM THE IRONTON RANGER DISTRICT OFFICE,
TRAVEL SOUTH ON STATE HIGHWAY 93 FOR 0.2
MILES. TURN LEFT ONTO CR-29 (PADDLE CREEK RD.)
FOR 2.2 MILES. CROSS STORMS CREEK AND TURN
LEFT INTO PARKING LOT.
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
4/2 4/1
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REGION 9
WAYNE NATIONAL FOREST
LAWRENCE COUNTY
OHIO
VESUVIUS DAM
O&M PROJECT
SITE
IRONTON DISTRICT RANGER OFFICE
6518 SR 93
PEDRO, OH 45659
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 4/1
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FS090523_R102013_L1-002.dwg
IRONTON DISTRICT
WAYNE NATIONAL
FOREST
EXISTING SITE PLAN
EASTERN REGION
(R09)
VESUVIUS DAM O&M
PROJECT
DRAIN OUTLET
CHANNEL CL
C
R
F
S
R
CONCRETE
SPILLWAY
WEIR
VESUVIUS LAKE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Feet
0 100 200
CONTOUR INTERVALS IN THE
DRAIN CHANNEL AREA IS TWO
FEET. REMAINDER OF THE SITE
IS AT A 10 FOOT INTERVAL FOR
ILLUSTRATION PURPOSES.
EXISTING
CHAINLINK
FENCE
STORMS
CREEK
EDGE
EXISTING
FOOTBRIDGE
EXISTING
WOOD FENCE
TURN-OUT
PARKING
EXISTING
FOOTBRIDGE
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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IRONTON DISTRICT
WAYNE NATIONAL
FOREST
PROPOSED PLAN
VIEW
EASTERN REGION
(R09)
VESUVIUS DAM O&M
PROJECT
EQUIPMENT
ACCESS
NOTES:
1. HEAVY EQUIPMENT ACCESS SHALL BE AT
LOCATIONS NOTED ON THIS SHEET. ANY
OTHER ACCESS SHALL BE APPROVED BY THE
COR BEFORE COMMENCING WORK.
2. ALL GROUND DISTURBANCE RESULTING FROM
THE WORK SHALL BE SMOOTHED, SEEDED, AND
MULCHED IN ACCORDANCE WITH THE WAYNE
NF SEED MIX.
3. EXISTING BRIDGES ARE FOR FOOT TRAFFIC
ONLY. NO MOTORIZED VEHICLES ALLOWED.
4. EXCAVATED MATERIAL SHALL BE PLACED AT
THE LOCATIONS NOTED.
5. ALL MATERIALS RESULTING FROM TREE AND
FENCE REMOVAL AND WOODY DEBRIS
REMOVAL SHALL BE REMOVED FROM THE SITE
AND DISPOSED.
6. TREE REMOVAL SHALL INCLUDE ALL TREES
AROUND THE DRAIN OUTLET PIPE AND 25'
DOWNSTREAM. ALSO INCLUDED ARE THE
TREES INDICATED WITH THE SYMBOL
7. CHAIN-LINK FENCE REPAIRS INCLUDE
STABILIZING LOOSE POSTS WITH GROUT,
RE-ATTACHING FENCE FABRIC TO RAILS,
INSTALLING MISSING POST CAPS, AND
REPLACING DAMAGED RAILS AND FENCE
FABRIC.
EQUIPMENT
ACCESS
EXCAVATED MATERIAL SHALL BE PLACED ALONG THE CONCRETE
WALKWAY AND IN TWO LOW SPOTS ALONG DAM TOE IN SUCH A
MANNER TO PROVIDE POSITIVE DRAINAGE. (SEE SHEET 4)
DRAIN OUTLET CHANNEL
CENTERLINE
(SEE SHEETS 5 & 6)
REPLACE WOODEN FENCE
(SEE SHEET 4)
ARMOR THE END OF CONCRETE
SPILLWAY. (SEE SHEET 4)
Feet
0 100 200
WOODY DEBRIS
REMOVAL
VESUVIUS LAKE
TREE
REMOVAL
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CHAIN LINK FENCE REPAIRS
(SEE SHEET 4)
X
X
X
X
SEDIMENTATION DEVICE AT
INTERSECTION OF DRAIN CHANNEL
AND STORMS CREEK. (SEE SHEET 6)
TREE
REMOVAL
WORK
LIMITS
WORK
LIMITS
WORK
LIMITS
WORK
LIMITS
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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IRONTON DISTRICT
WAYNE NATIONAL
FOREST
DETAILS
EASTERN REGION
(R09)
VESUVIUS DAM O&M
PROJECT
LINE POST
(REPLACE MISSING CAPS)
TOP RAIL
TERMINAL
POST
STRETCHER
BAR
CONCRETE
WALL
POST TIES
(15" O.C.)
BOTTOM
RAIL
RAIL TIES
(24" O.C.)
FENCE
FABRIC
CHAINLINK FENCE DETAIL
N.T.S.
WOODEN FENCE DETAIL
N.T.S.
20D NAILS
CONCRETE SPILLWAY
ARMOR DETAIL
N.T.S.
WOODEN FENCE NOTES:
1. POSTS AND RAILS SHALL BE SOUND AND WELL SEASONED. POSTS SHALL
BE FREE OF SAP ROT. POSTS SHALL NOT BE EXCESSIVELY CHECKED.
2. POSTS AND RAILS SHALL BE FREE FROM EXAGGERATED TWISTS. THEY
SHALL BE STRIPPED OF BARK. POSTS AND RAILS MAY BE
PREFABRICATED OR CUT AND SHAPED ON SITE.
3. POST AND RAILS SHALL BE PRESSURE TREATED SUITABLE FOR GROUND
CONTACT.
4. POST HOLES SHALL BE EXCAVATED 6" GREATER IN DIAMETER THAN THE
POST AT GROUND LEVEL. BACKFILL AROUND THE POSTS SHALL BE
TAMPED IN LOOSE LIFTS OF 6".
5. RAILS SHALL BE FASTENED TO THE POSTS WITH 20d HOT DIPPED
GALVANIZED NAILS. PRE-DRILLING SHALL BE DONE TO PREVENT
SPLITTING.
6. RAILS ENTERING INTO THE END POSTS SHALL BE WEDGED IN THE POST
OPENING WITH AN ADDITIONAL BLOCK BEFORE NAILING.
EXISTING CONCRETE
SPILLWAY
RIPRAP ARMOR NOTES:
1. THE END OF THE EXISTING CONCRETE
SPILLWAY SIDE WALL IS UNDERMINED. REPAIR
BY HAND PLACING MINERAL SOIL OR A WELL
GRADED GRAVEL (CRUSHER RUN) INTO THE
UNDERMINED AREA. FILLING THE UNDERMINED
AREA SHALL BE COMPLETED PRIOR TO THE
RIPRAP ARMOR PLACEMENT.
3. RIPRAP SHALL BE ODOT TYPE C. FINISHED
GRADE OF TOP OF RIPRAP SHALL BE LEVEL
WITH TOP OF CONCRETE. PLAN VIEW
DIMENSIONS OF RIPRAP ARMOR SHALL BE
MEASURED FROM THE END OF THE CONCRETE
SPILLWAY DOWNSTREAM 6'. ARMOR SHALL
EXTEND FROM THE TOE TO THE TOP OF BANK.
4. ALL GROUND DISTURBED BY THE WORK SHALL
BE SEEDED AND MULCHED.
PROFILE VIEW
WOVEN
GEOTEXTILE
EXISTING
GROUND
EXISTING CMP OUTLET
ORDINARY
WATER
LEVEL
WALKWAY FILL - DETAIL
N.T.S.
EXISTING
GROUND
EXIST. WALKWAY
PLACE FILL
NOTE:
PLACE FILL WHEREVER
THE EXISTING WALKWAY
PROTRUDES ABOVE THE
GROUND. SMOOTH,
COMPACT, AND SEED &
MULCH.
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L
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STATION (FEET)
RES DRAIN CHANNEL PROFILE
0+00 0+50 1+00 1+10
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 4/1
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FS090523_R102013_L1-002.dwg
IRONTON DISTRICT
WAYNE NATIONAL
FOREST
DRAIN OUTLET
CHANNEL
PLAN & PROFILE
EASTERN REGION
(R09)
VESUVIUS DAM O&M
PROJECT
Feet
0 50 100
SCALE: HORIZONTAL - 1" = 20'
VERTICAL - 1" = 10'
DRAIN OUTLET CHANNEL
CENTERLINE
EXISTING GROUND
PROPOSED GROUND
OUTLET PIPE
INSTALL SEDIMENTATION
DEVICE
EXISTING PICNIC TABLE
AND GRILL. TO BE
SALVAGED AND
RE-INSTALLED.
INSTALL SEDIMENTATION
DEVICE
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/2 4/1
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04/05/2018
FS090523_R102013_L1-002.dwg
IRONTON DISTRICT
WAYNE NATIONAL
FOREST
DRAIN OUTLET
CHANNEL
CROSS SECTIONS
EASTERN REGION
(R09)
VESUVIUS DAM O&M
PROJECT
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUND
DRAIN OUTLET CHANNEL
N.T.S.
CROSS SECTION
NOTE: IF ROCKS LARGER THAN 6" ARE IN THE EXCAVATED
MATERIAL, THEY SHALL BE PLACED ON THE SIDE
SLOPES OR TAMPED INTO THE CHANNEL BOTTOM.
TAMPING SHALL BE IN SUCH A MANNER THAT THE
ROCK DOES NOT PROTRUDE ABOVE THE FLOW
LINE IN THE CHANNEL BOTTOM, OBSTRUCTING
FLOW. ROCKS CAN PROTRUDE ABOVE THE
SURFACE ON THE CHANNEL SIDE SLOPES.
SCALE: H - 1" = 10'
V - 1" = 10'
KEY-IN 4"
TWO 36" STAKES
PER BALE
SEDIMENTATION DEVICE
N.T.S.
STRAW
BALE
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| Sheets and Views |
| Vesuvius_Dam_MaintProject_FY18-Vesuvius Dam Coversheet |
| Vesuvius_Dam_MaintProject_FY18-Sheet 2_Exist Site Plan |
| Vesuvius_Dam_MaintProject_FY18-Sheet 3_PROPOSED PLAN VIEW |
| Vesuvius_Dam_MaintProject_FY18-Sheet 4_DETAILS |
| Vesuvius_Dam_MaintProject_FY18-Sheet 5_Drain Outlet Channel_P&P |
| Vesuvius_Dam_MaintProject_FY18-Sheet 6_Drain Outlet Channel_XS |
| Vesuvius_Dam_MaintProject_FY18-Sheet 2_Exist Site Plan.pdf |
| Sheets and Views |
| Sheet 2_Exist Site Plan |
| Vesuvius_Dam_MaintProject_FY18-Sheet 2_Exist Site Plan.pdf |
| Sheets and Views |
| Sheet 2_Exist Site Plan |
| Vesuvius_Dam_MaintProject_FY18-Sheet 3_PROPOSED PLAN VIEW.pdf |
| Sheets and Views |
| Sheet 3_PROPOSED PLAN VIEW |
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