Attachment C Plans Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- S-63400-00013766
- Issued by
- Clatsop County, Oregon
About this file
The file is a set of engineering plan drawings for the Saddle Mountain Roadway Improvements project, prepared for the Oregon Parks and Recreation Department (OPRD) in Clatsop County, Oregon. The project involves roadway milling, restoration, repair, and overlay along Saddle Mountain Road, with improvements spanning multiple tax lots across approximately 1,800 linear feet. The roadway work includes removing and replacing existing asphalt surfaces, adding new aggregate base materials, installing 2" HMAC base course and 1-1/2" HMAC overlay, constructing new aggregate shoulders, and implementing various roadway repair techniques. The project also includes installing culvert markers, traffic control signage, and erosion control measures.
The project documentation indicates comprehensive roadway rehabilitation with three primary improvement types: roadway milling and restoration, complete roadway repair, and roadway overlay. The contract (number 12192) is managed by Blaine Kaphammer from OPRD, with the park managed by Ben Cox. The project area encompasses multiple tax lots totaling approximately 1,746.35 acres, with the roadway improvements located at 0.80 miles east of Highway 26/Highway 53 interchange. The project coordinates are located at latitude 45° 57' 44.20" N and longitude 123° 41' 52.29" W, and includes detailed specifications for roadway surface preparation, base material management, asphalt placement, and transition details between improvement sections.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BID TABULATION~5.docx | DOCX document | |
| Attachment B Technical Specifications.doc | DOC document | |
| Attachment A-2 Pricing Form~1.xlsx | XLSX spreadsheet | |
| ITB 12192 Saddle Mountain Road Improvements.docx | DOCX document | |
| A-2 Pricing Form Rev Addenda 2.xlsx | XLSX spreadsheet | |
| Addendum 1 to ITB 12192 Road Improvements at Saddle Mtn SNA~2.docx | DOCX document | |
| Addendum 2 to ITB 12192 Road Improvements at Saddle Mtn SNA~1.docx | DOCX document |
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VICINITY MAP
NOT TO SCALE
SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
STATE MAP
NOT TO SCALE
Brookings Medford
CLATSOP, OREGON
ABBREVIATIONS: CONTINUED: CONTINUED:CONTINUED:
AC ASPHALTIC CONCRETE
BC BACK OF CURB
BFP BACKFLOW PREVENTION DEVICE
BW BACK OFWALK
CATV CABLE TELEVISION
C&G CURB AND GUTTER
CF CURB FACE
C CENTERLINE
CO CLEAN OUT
CONC CONCRETE
DCV DETECTOR CHECK VALVE
DRWY DRIVEWAY
EC END OF CURVE
ECAB ELECTRIC CABINET
ELEC ELECTRIC
EM ELECTRIC METER
EMH ELECTRICIC MAN-HOLE
EP EDGE OF PAVEMENT
EPB ELECTRICAL PULL BOX
ESMT EASEMENT
FD FOUND
FDC FENCE
FL FLOWLINE
FP FINISH PAD ELEVATION
FS FINISH SURFACE
FW FRONT OF WALK
DIRECTION OF DRAINAGE FLOW
GS GAS LINE
GA GUY ANCHOR
GM GAS METER
GV GAS VALVE
HC HANDICAP
HCR HANDICAP RAMP
ICB IRRIGATION CONTROL BOX
ICV IRRIGATION CONTROL VALVE
INV INVERT
LF LINEAR FEET
LT STD LIGHT STANDARD
MH MANHOLE
NTS NOT TO SCALE
OH OVERHEAD
PB PULL BOX
PCC POINT COMPOUND CURVE
PED PEDESTAL
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PKWY PARKWAY
P PROPERTY LINE
P.O.C. POINT OF CONNECTION
PP POWER POLE
PRC POINT OF REVERSE CURVE
P.U.E. PUBLIC UTILITY EASEMENT
R RADIUS
R.C.B. REINFORCED CONCRETE BOX
RCLW RECLAIMED WATER LINE
RET RETAINING
R/W RIGHT OF WAY
SS SANITARY SEWER
SCO SEWER CLEAN-OUT
SD STORM DRAIN
SDCO STORM CLEAN-OUT
SDMH STORM DRAIN MANHOLE
SE SOUTHEAST
SE'LY SOUTHEASTERLY
SF SQUARE FEET
SLCB STREET LIGHT CONTROL BOX
SLPB STREET LIGHT PULL BOX
SMH SEWER MANHOLE
SP SIGN POST
STD STANDARD
STLT STREET LIGHT
SW SIDEWALK
TC TOP OF CURB
TG TOP OF GRATE
10"TR 10" DEMETER TREE
TOE TOE OF SLOPE
TOP TOP OF SLOPE
TRANS TRANSFORMER
TW TOP OF WALL
TYP. TYPICAL
V VALVE
VG VALLEY GUTTER
VLT VAULT
W WATER LINE
WM WATER METER
WV WATER VALVE
BEGIN
PROJECT
END
PROJECT
PARK ENTRANCE IS LOCATED AT - 0.80 MILES EAST
OF HIGHWAY 26 / HIGHWAY 53 INTERCHANGE
PROJECT LOCATION:
CONTACTS
PROJECT MANAGER:
BLAINE KAPHAMMER
OREGON PARKS & RECREATION DEPT.
725 SUMMER ST. NE, STE C
SALEM, OR 97301-1266
OFFICE: (503) 910-4324
OWNER/APPLICANT:
OREGON PARKS & RECREATION DEPT.
725 SUMMER ST. NE, STE C
SALEM, OR 97301-1271
OFFICE: (503) 986-0707
FAX: (503) 986-0792
PROJECT DATA
PARK MANAGER:
BEN COX
9500 SANDPIPER LANE (PO BOX 366)
NEHALEM, OR 97131
OFFICE: (503) 812-0650
LAT. 45° 57' 44.20" N
LONG. 123° 41' 52.29" W
T. 06 N, R. 08 W (TAX LOTS 4400 & 4700)
T. 05 N, R. 08 W (TAX LOTS 201, 202, & 203)
T. 05 N, R. 09 W, (TAX LOT 1000)
T. 05 N, R. 09 W, S. 24 (TAX LOTS 100 & 102)
TAX LOT SIZES:
TAX LOT 4700 - 61.73 ACRES
TAX LOT 4400 - 1,406.78 ACRES
TAX LOT 201 - 122.06 ACRES
TAX LOT 202 - 37.01 ACRES
TAX LOT 203 - 32.01 ACRES
TAX LOT 1000 - 85.48 ACRES
TAX LOT 100 - 6.01 ACRES
TAX LOT 102 - 4.96 ACRES
PROJECT COORDINATES:
TAX LOT INFORMATION:
Coos Bay
PROJECT
LOCATION
SHEET INDEX
C1 TITLE SHEET
G1 GENERAL NOTES
C2 TRAFFIC CONTROL PLAN
C3-C6 ROADWAY IMPROVEMENT PLAN
ESC1 EROSION AND SEDIMENT CONTROL PLANS
ESC2 EROSION AND SEDIMENT CONTROL DETAILS
D1-D4 DETAILS
OPRIS# 73402
CONTRACT# 12192
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OREGON PARKS AND RECREATION DEPARTMENT
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OF
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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AutoCAD SHX Text 12192
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AutoCAD SHX Text COLOR CODES: RED - ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES - ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES YELLOW - GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. - GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. ORANGE - COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. - COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. BLUE - WATER, IRRIGATION, AND SLURRY LINES. - WATER, IRRIGATION, AND SLURRY LINES. WATER, IRRIGATION, AND SLURRY LINES. GREEN - SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. - SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. WHITE - PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE - PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE CENTERLINE AND WIDTH OF PROPOSED LINEAL INSTALLATIONS OF BURIED FACILITIES. PINK - TEMPORARY SURVEY MARKINGS - TEMPORARY SURVEY MARKINGS TEMPORARY SURVEY MARKINGS PURPLE - SLURRY AND RECLAIMED- SLURRY AND RECLAIMEDSLURRY AND RECLAIMED
AutoCAD SHX Text ATTENTION: OREGON LAW REQUIRES YOU TO : OREGON LAW REQUIRES YOU TO OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: (NOTE: : THE ADMINSTRATIVE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987).
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IMPROVEMENT NOTES:
ROADWAY MILLING AND RESTORATION. CONTRACTOR SHALL MILL A
MINIMUM OF 2” OF EXISTING THE ASPHALT SURFACE. IF
NECESSARY ADD ADDITIONAL BASE MATERIAL PER OWNER
APPROVAL. RESHAPE AND COMPACT BASE MATERIALS AS
NECESSARY. INSTALL 2” OF HMAC BASE COURSE CLASS II
PAVEMENT AND FINISH WITH 1-1/2” HMAC OVERLAY PER PROJECT
SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET D1.
COMPLETE ROADWAY REPAIR. CONTRACTOR TO REMOVE FULL
SECTION OF EXISTING ASPHALT PAVING, ADD THE NECESSARY
AMOUNT OF AGGREGATE BASE TO BRIDGE SUNKEN AREA. SHAPE
AND COMPACT NEW AGGREGATE BASE, PLACE 2” OF HMAC BASE
COURSE CLASS II PAVEMENT AND FINISH WITH 1-1/2” ASPHALT
WEARING SURFACE PER PROJECT SPECIFICATIONS AND AS SHOWN
IN DETAIL 1 SHOWN ON SHEET D2
ROADWAY OVERLAY. CONTRACTOR SHALL PREPARE EXISTING
PAVEMENT SURFACE FOR NEW PAVEMENT OVERLAY PER PROJECT
SPECIFICATIONS. FINISH WITH NEW 1-1/2” HMAC CLASS II
PAVEMENT. OVERLAY PER PROJECT SPECIFICATIONS AND AS
SHOWN ON DETAIL 1 ON SHEET D3.
CONTRACTOR SHALL INSTALL NEW CARSONITE SIGN POST WITH
ROADWAY STATIONING AS SHOWN IN DETAIL 2, SHEET D4. AT EACH
EXISTING CULVERT LOCATION.
CONTRACTOR SHALL CONSTRUCT ASPHALT TAPER AT TRANSITIONS
BETWEEN IMPROVEMENT AND EXISTING ROAD SURFACE PER
DETAIL 3 ON SHEET D4
ASPHALT PAVING GENERAL IMPROVEMENT NOTES:
CONTRACTOR SHALL SAW CUT AND PLACE NEW BUTT JOINTS AT
ALL BEGIN AND ENDING OF IMPROVEMENT AREAS AS SHOWN ON
DETAIL 1, SHEET D4
CONTRACTOR SHALL CONSTRUCT AGGREGATE ROADWAY
SHOULDER AT ALL ROADWAY REPAIR AREAS AS SHOWN IN REPAIR
DETAILS ON SHEETS D1 AND D2.
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OREGON PARKS AND RECREATION DEPARTMENT
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SHEET:
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OPRIS#:
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OF
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CONTRACT #:
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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GENERAL NOTES
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12192
SADDLE MOUNTAIN RD.
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TRAFFIC CONTROL NOTES:
1 INSTALL TYPE III TEMPORARY CONSTRUCTION BARRICADE WITH CONSTRUCTION R11-2 "ROAD CLOSED" SIGN PER ODOT
STANDARD DRAWING TM820
2 INSTALL TEMPORARY CONSTRUCTION SIGN WITH "ROAD CLOSED AT BRIDGE 200 FT AHEAD" PER ODOT STANDARD DRAWING
TM822
3 INSTALL TEMPORARY CONSTRUCTION SIGN WITH "ROAD CLOSED AT BRIDGE 500 FT AHEAD" PER ODOT STANDARD DRAWING
TM822
4 INSTALL TEMPORARY CONSTRUCTION SIGN WITH "THRU TRAFFIC ONLY" PER ODOT STANDARD DRAWING TM822
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30 60
SADDLE MOUNTAIN RD.
DIRT RO
AD
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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TRAFFIC CONTROL PLAN
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LINE LEGEND
ROADWAY MILLING AND RESTORATION PER NOTE #1
COMPLETE ROADWAY REPAIR PER NOTE #2
ROAD OVERLAY PER NOTE #3
NO IMPROVEMENT
IMPROVEMENT NOTES:
ROADWAY MILLING AND RESTORATION. CONTRACTOR SHALL MILL A
MINIMUM OF 2” OF EXISTING THE ASPHALT SURFACE. IF NECESSARY ADD
ADDITIONAL BASE MATERIAL PER OWNER APPROVAL. RESHAPE AND
COMPACT BASE MATERIALS AS NECESSARY. INSTALL 2” OF HMAC BASE
COURSE CLASS II PAVEMENT AND FINISH WITH 1-1/2” HMAC OVERLAY PER
PROJECT SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET
D1.
COMPLETE ROADWAY REPAIR. CONTRACTOR TO REMOVE FULL SECTION
OF EXISTING ASPHALT PAVING, ADD THE NECESSARY AMOUNT OF
AGGREGATE BASE TO BRIDGE SUNKEN AREA. SHAPE AND COMPACT NEW
AGGREGATE BASE, PLACE 2” OF HMAC BASE COURSE CLASS II PAVEMENT
AND FINISH WITH 1-1/2” ASPHALT WEARING SURFACE PER PROJECT
SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET D2
ROADWAY OVERLAY. CONTRACTOR SHALL PREPARE EXISTING
PAVEMENT SURFACE FOR NEW PAVEMENT OVERLAY PER PROJECT
SPECIFICATIONS. FINISH WITH NEW 1-1/2” HMAC CLASS II PAVEMENT.
OVERLAY PER PROJECT SPECIFICATIONS AND AS SHOWN ON DETAIL 1 ON
SHEET D3.
2 ASPHALT PAVING GENERAL IMPROVEMENT NOTES:
CONTRACTOR SHALL SAW CUT AND PLACE NEW BUTT JOINTS AT
ALL BEGIN AND ENDING OF IMPROVEMENT AREAS AS SHOWN ON
DETAIL 1, SHEET D4
CONTRACTOR SHALL CONSTRUCT AGGREGATE ROADWAY
SHOULDER AT ALL ROADWAY REPAIR AREAS AS SHOWN IN REPAIR
DETAILS ON SHEETS D1 AND D2.
CONTRACTOR SHALL INSTALL NEW CARSONITE SIGN POST WITH
ROADWAY STATIONING AS SHOWN IN DETAIL 2, SHEET D4. AT EACH
EXISTING CULVERT LOCATION.
CONTRACTOR SHALL CONSTRUCT ASPHALT TAPER AT TRANSITIONS
BETWEEN IMPROVEMENT AND EXISTING ROAD SURFACE PER
DETAIL 3 ON SHEET D4
1" = '
SCALE IN FEET
250 500
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AY 26
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SADDLE MOUNTAIN STATE NATURAL AREA
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BEGIN ROADWAY STATIONING
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TYP.
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TYP.
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COMPLETE ROADWAY REPAIR PER NOTE #2
ROAD OVERLAY PER NOTE #3
NO IMPROVEMENT
IMPROVEMENT NOTES:
ROADWAY MILLING AND RESTORATION. CONTRACTOR SHALL MILL A
MINIMUM OF 2” OF EXISTING THE ASPHALT SURFACE. IF NECESSARY ADD
ADDITIONAL BASE MATERIAL PER OWNER APPROVAL. RESHAPE AND
COMPACT BASE MATERIALS AS NECESSARY. INSTALL 2” OF HMAC BASE
COURSE CLASS II PAVEMENT AND FINISH WITH 1-1/2” HMAC OVERLAY PER
PROJECT SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET
D1.
COMPLETE ROADWAY REPAIR. CONTRACTOR TO REMOVE FULL SECTION
OF EXISTING ASPHALT PAVING, ADD THE NECESSARY AMOUNT OF
AGGREGATE BASE TO BRIDGE SUNKEN AREA. SHAPE AND COMPACT NEW
AGGREGATE BASE, PLACE 2” OF HMAC BASE COURSE CLASS II PAVEMENT
AND FINISH WITH 1-1/2” ASPHALT WEARING SURFACE PER PROJECT
SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET D2
ROADWAY OVERLAY. CONTRACTOR SHALL PREPARE EXISTING
PAVEMENT SURFACE FOR NEW PAVEMENT OVERLAY PER PROJECT
SPECIFICATIONS. FINISH WITH NEW 1-1/2” HMAC CLASS II PAVEMENT.
OVERLAY PER PROJECT SPECIFICATIONS AND AS SHOWN ON DETAIL 1 ON
SHEET D3.
2 ASPHALT PAVING GENERAL IMPROVEMENT NOTES:
CONTRACTOR SHALL SAW CUT AND PLACE NEW BUTT JOINTS AT
ALL BEGIN AND ENDING OF IMPROVEMENT AREAS AS SHOWN ON
DETAIL 1, SHEET D4
CONTRACTOR SHALL CONSTRUCT AGGREGATE ROADWAY
SHOULDER AT ALL ROADWAY REPAIR AREAS AS SHOWN IN REPAIR
DETAILS ON SHEETS D1 AND D2.
CONTRACTOR SHALL INSTALL NEW CARSONITE SIGN POST WITH
ROADWAY STATIONING AS SHOWN IN DETAIL 2, SHEET D4. AT EACH
EXISTING CULVERT LOCATION.
CONTRACTOR SHALL CONSTRUCT ASPHALT TAPER AT TRANSITIONS
BETWEEN IMPROVEMENT AND EXISTING ROAD SURFACE PER
DETAIL 3 ON SHEET D4
1" = '
SCALE IN FEET
250 500
SEE SHEET C3
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OPRIS#:
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OF
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CONTRACT #:
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AutoCAD SHX Text 73402
AutoCAD SHX Text C4
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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ROADWAY IMPROVEMENT PLAN
AutoCAD SHX Text 03/11/2025
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MR
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MR
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4 TYP.
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COMPLETE ROADWAY REPAIR PER NOTE #2
ROAD OVERLAY PER NOTE #3
NO IMPROVEMENT
IMPROVEMENT NOTES:
ROADWAY MILLING AND RESTORATION. CONTRACTOR SHALL MILL A
MINIMUM OF 2” OF EXISTING THE ASPHALT SURFACE. IF NECESSARY ADD
ADDITIONAL BASE MATERIAL PER OWNER APPROVAL. RESHAPE AND
COMPACT BASE MATERIALS AS NECESSARY. INSTALL 2” OF HMAC BASE
COURSE CLASS II PAVEMENT AND FINISH WITH 1-1/2” HMAC OVERLAY PER
PROJECT SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET
D1.
COMPLETE ROADWAY REPAIR. CONTRACTOR TO REMOVE FULL SECTION
OF EXISTING ASPHALT PAVING, ADD THE NECESSARY AMOUNT OF
AGGREGATE BASE TO BRIDGE SUNKEN AREA. SHAPE AND COMPACT NEW
AGGREGATE BASE, PLACE 2” OF HMAC BASE COURSE CLASS II PAVEMENT
AND FINISH WITH 1-1/2” ASPHALT WEARING SURFACE PER PROJECT
SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET D2
ROADWAY OVERLAY. CONTRACTOR SHALL PREPARE EXISTING
PAVEMENT SURFACE FOR NEW PAVEMENT OVERLAY PER PROJECT
SPECIFICATIONS. FINISH WITH NEW 1-1/2” HMAC CLASS II PAVEMENT.
OVERLAY PER PROJECT SPECIFICATIONS AND AS SHOWN ON DETAIL 1 ON
SHEET D3.
2 ASPHALT PAVING GENERAL IMPROVEMENT NOTES:
CONTRACTOR SHALL SAW CUT AND PLACE NEW BUTT JOINTS AT
ALL BEGIN AND ENDING OF IMPROVEMENT AREAS AS SHOWN ON
DETAIL 1, SHEET D4
CONTRACTOR SHALL CONSTRUCT AGGREGATE ROADWAY
SHOULDER AT ALL ROADWAY REPAIR AREAS AS SHOWN IN REPAIR
DETAILS ON SHEETS D1 AND D2.
CONTRACTOR SHALL INSTALL NEW CARSONITE SIGN POST WITH
ROADWAY STATIONING AS SHOWN IN DETAIL 2, SHEET D4. AT EACH
EXISTING CULVERT LOCATION.
CONTRACTOR SHALL CONSTRUCT ASPHALT TAPER AT TRANSITIONS
BETWEEN IMPROVEMENT AND EXISTING ROAD SURFACE PER
DETAIL 3 ON SHEET D4
1" = '
SCALE IN FEET
250 500
SEE SHEET C4
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SEE SHEET C6
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SADDLE
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MOUNTAIN
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RD
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CULVERT #24
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CULVERT #20
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CULVERT #22
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CULVERT #21
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CULVERT #19
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CULVERT #17
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CULVERT #16
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CULVERT #15
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CULVERT #13
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CULVERT #14
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CULVERT #12
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CULVERT #11
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CULVERT #10
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CULVERT #15
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NORTH
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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SHEET:
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OPRIS#:
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OF
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CONTRACT #:
AutoCAD SHX Text
AutoCAD SHX Text 73402
AutoCAD SHX Text C5
AutoCAD SHX Text
SADDLE MOUNTAIN STATE NATURAL AREA
AutoCAD SHX Text
SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
AutoCAD SHX Text
ROADWAY IMPROVEMENT PLAN
AutoCAD SHX Text 03/11/2025
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MR
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MR
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TYP.
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COMPLETE ROADWAY REPAIR PER NOTE #2
ROAD OVERLAY PER NOTE #3
NO IMPROVEMENT
IMPROVEMENT NOTES:
ROADWAY MILLING AND RESTORATION. CONTRACTOR SHALL MILL A
MINIMUM OF 2” OF EXISTING THE ASPHALT SURFACE. IF NECESSARY ADD
ADDITIONAL BASE MATERIAL PER OWNER APPROVAL. RESHAPE AND
COMPACT BASE MATERIALS AS NECESSARY. INSTALL 2” OF HMAC BASE
COURSE CLASS II PAVEMENT AND FINISH WITH 1-1/2” HMAC OVERLAY PER
PROJECT SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET
D1.
COMPLETE ROADWAY REPAIR. CONTRACTOR TO REMOVE FULL SECTION
OF EXISTING ASPHALT PAVING, ADD THE NECESSARY AMOUNT OF
AGGREGATE BASE TO BRIDGE SUNKEN AREA. SHAPE AND COMPACT NEW
AGGREGATE BASE, PLACE 2” OF HMAC BASE COURSE CLASS II PAVEMENT
AND FINISH WITH 1-1/2” ASPHALT WEARING SURFACE PER PROJECT
SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET D2
ROADWAY OVERLAY. CONTRACTOR SHALL PREPARE EXISTING
PAVEMENT SURFACE FOR NEW PAVEMENT OVERLAY PER PROJECT
SPECIFICATIONS. FINISH WITH NEW 1-1/2” HMAC CLASS II PAVEMENT.
OVERLAY PER PROJECT SPECIFICATIONS AND AS SHOWN ON DETAIL 1 ON
SHEET D3.
2 ASPHALT PAVING GENERAL IMPROVEMENT NOTES:
CONTRACTOR SHALL SAW CUT AND PLACE NEW BUTT JOINTS AT
ALL BEGIN AND ENDING OF IMPROVEMENT AREAS AS SHOWN ON
DETAIL 1, SHEET D4
CONTRACTOR SHALL CONSTRUCT AGGREGATE ROADWAY
SHOULDER AT ALL ROADWAY REPAIR AREAS AS SHOWN IN REPAIR
DETAILS ON SHEETS D1 AND D2.
CONTRACTOR SHALL INSTALL NEW CARSONITE SIGN POST WITH
ROADWAY STATIONING AS SHOWN IN DETAIL 2, SHEET D4. AT EACH
EXISTING CULVERT LOCATION.
CONTRACTOR SHALL CONSTRUCT ASPHALT TAPER AT TRANSITIONS
BETWEEN IMPROVEMENT AND EXISTING ROAD SURFACE PER
DETAIL 3 ON SHEET D4
1" = '
SCALE IN FEET
250 500
SEE SHEET C5 P:
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D A V I D W . T U T T L E
PARKING AREA
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SADDLE
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MOUNTAIN
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RD
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TYP
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TYP
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ADA PARKING SYMBOL SEE DETAIL
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CULVERT #10
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CULVERT #15
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CULVERT #8
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CULVERT #7
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CULVERT #6
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CULVERT #3
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CULVERT #2
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CULVERT #1
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CULVERT #5
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NORTH
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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SHEET:
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OPRIS#:
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OF
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CONTRACT #:
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AutoCAD SHX Text 73402
AutoCAD SHX Text C6
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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ROADWAY IMPROVEMENT PLAN
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MR
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SADDLE MOUNTAIN RD.
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D A V I D W . T U T T L E
PROJECT BMP'S:
WM-9 SANITARY/SEPTIC WASTE MANAGEMENT
WM-10 LIQUID WASTE MANAGEMENT
WM-9 SANITARY/SEPTIC MANAGEMENT
WM-8 CONCRETE WASTE MANAGEMENT
WM-5 SOLID WASTE MANAGEMENT
WM-3 STOCKPILE MANAGEMENT
WM-2 MATERIAL USE
WM-1 MATERIAL DELIVERY AND STORAGE
WE-1 WIND EROSION
TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT
SE-10 3-BAG HIGH STORM DRAIN INLET PROTECTION
SE-8 2-BAG HIGH SANDBAG BARRIER
SE-7 STREET SWEEPING AND VACUUMING
SE-4 1-BAG SANDBAG VELOCITY REDUCER
NS-13 CONCRETE FINISHING
NS-6 ILLICIT CONNECTION/ILLEGAL DISCHARGE DETECTION REPORTING
NS-3 PAVING AND GRINDING OPERATIONS
NS-1 WATER CONSERVATION
ES-2 PRESERVATION OF EXISTING VEGETATION
EC-1 SCHEDULING
EROSION CONTROL NOTES:
INSTALLATION OF EROSION CONTROL MEASURES NOTED WITHIN THIS PLAN SHALL BE COORDINATED WITH THE OWNER (OR PROJECT MANAGER) AT THE BEGINNING OF EACH WEEK DURING THE CONSTRUCTION PHASE OF THIS PROJECT.
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SADDLE
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MOUNTAIN
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RD
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AutoCAD SHX Text 19'
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TYP
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TYP
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ADA PARKING SYMBOL SEE DETAIL
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AutoCAD SHX Text 60°'
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AutoCAD SHX Text 41'
AutoCAD SHX Text 26'
AutoCAD SHX Text 22'
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NORTH
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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SHEET:
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OPRIS#:
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OF
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CONTRACT #:
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AutoCAD SHX Text 73402
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ESC1
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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EROSION AND SEDIMENT CONTROL PLANS
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BEGIN ROADWAY STATIONING
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D A V I D W . T U T T L E
INSPECTION FREQUENCY
SITE CONDITION MINIMUM FREQUENCY
1. ACTIVE PERIOD
DAILY WHEN STORMWATER RUNOFF,
INCLUDING RUNOFF FROM SNOWMELT, IS
OCCURRING. AT LEAST ONCE EVERY TWO
WEEKS, REGARDLESS OF WHETHER OR NOT
RUNOFF IS OCCURRING.
2. PRIOR TO THE SITE BECOMING
INACTIVE OR IN ANTICIPATION OF
SITE INACCESSIBILITY
ONCE TO ENSURE THAT EROSION AND
SEDIMENT CONTROL MEASURES ARE IN
WORKING ORDER. ANY NECESSARY
MAINTENANCE AND REPAIR MUST BE MADE
PRIOR TO LEAVING THE SITE.
3. INACTIVE PERIODS GREATER
THAN FOURTEEN (14) CALENDAR
DAYS.
ONCE EVERY MONTH.
4. PERIODS DURING WHICH THE
SITE IS INACCESSIBLE DUE TO
INCLEMENT WEATHER.
IF PRACTICAL, INSPECTIONS MUST OCCUR
DAILY AT A RELEVANT AND ACCESSIBLE
DISCHARGE POINT OR DOWNSTREAM
LOCATION.
5. PERIODS DURING WHICH
DISCHARGE IS UNLIKELY DUE TO
FROZEN CONDITIONS.
MONTHLY. RESUME MONITORING
IMMEDIATELY UPON MELT, OR WHEN
WEATHER CONDITIONS MAKE DISCHARGES
LIKELY.
SUBGRADE
REINFORCEMENT
GEOTEXTILE
AREA DRAIN, CATCH BASIN
OR SWALE INLET
BURLAP SACKS TO
OVERLAP EDGES OF SWALE
SPILLWAY FROM SWALE
GRAVEL FILLED
SANDBAGS
STACKED TIGHTLY
(2)TWO BAGS HIGH
INLET PIPE
RAISED 1.5'
TYP.
SPILLWAY FROM FLOWLINE
GRAVEL FILLED
SANDBAGS
STACKED TIGHTLY
EXISTING COUNTY DITCH
CONSTRUCTION ENTRANCE4
ESC2 NOT TO SCALE
CATCH BASIN DRAIN INLET PROTECTION5
ESC2 NOT TO SCALE
INSPECTION FREQUENCY TABLE6
ESC2 NOT TO SCALE
DRAINAGE INLET PROTECTION (PLAN VIEW)7
ESC2 NOT TO SCALE
BURLAP SACKS
TO OVERLAP EDGES
OF SWALE
(2)TWO BAGS HIGH
2"X2"X36" WOOD STAKE
COMPOST FILTER SOCK (12" TYPICAL)
BLOWN/PLACED
FILTER MEDIA
12" M
IN
3" M
IN
4" M
AX
FLOW
WORK
AREA
AREA TO BE
PROTECTED
FLOW
WORK
AREA
AREA TO BE
PROTECTED
2"X2"X36" WOOD STAKE PLACED 10' O.C.
FL
O
W
AREA TO BE
PROTECTED
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ESC2 NOT TO SCALE
MULCH SOCK DETAIL (OVERLAP)1
ESC2 NOT TO SCALE
AutoCAD SHX Text
DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
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OREGON PARKS AND RECREATION DEPARTMENT
AutoCAD SHX Text
SHEET:
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OPRIS#:
AutoCAD SHX Text
OF
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CONTRACT #:
AutoCAD SHX Text
AutoCAD SHX Text 73402
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ESC2
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SADDLE MOUNTAIN STATE NATURAL AREA
AutoCAD SHX Text
SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
AutoCAD SHX Text
EROSION AND SEDIMENT CONTROL DETAILS
AutoCAD SHX Text 03/11/2025
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MR
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50' MIN
12" MIN DEPTH
IMPROVEMENT NOTES:
ROADWAY MILLING AND RESTORATION. CONTRACTOR SHALL MILL A
MINIMUM OF 2” OF EXISTING THE ASPHALT SURFACE. IF NECESSARY ADD
ADDITIONAL BASE MATERIAL PER OWNER APPROVAL. RESHAPE AND
COMPACT BASE MATERIALS AS NECESSARY. INSTALL 2” OF HMAC BASE
COURSE CLASS II PAVEMENT AND FINISH WITH 1-1/2” HMAC OVERLAY PER
PROJECT SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET
D1.
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D A V I D W . T U T T L E
16' TYP.1'
NEW 2"-4" DEEP AGGREGATE SHOULDER
1:3 SLOPE TO CATCH EXISTING
APPROXIMATE EXISTING
SURFACE GRADE
REPLACE WITH NEW 2" HMAC BASE COURSE
CLASS II PAVEMENT.
<<< 1% MIN 2% MAX SLOPE MATCHING DRAINAGE OF
SURROUNDING AREA>>>
N.T.S.
1 ROADWAY MILLING AND RESTORATION DETAIL
D1
MILL A MINIMUM OF 2" OF EXISTING PAVING
IF NECESSARY RESHAPE AND COMPACT
EXISTING BASE MATERIALS.
IF NECESSARY ADD ADDITIONAL
BASE MATERIAL WITH OPRD
MANAGER APPROVAL.
TYP.
CONTRACTOR SHALL CONSTRUCT NEW AGGREGATE ROADWAY
SHOULDER AT ALL ROADWAY REPAIR SECTIONS.
ALL WORK TO COMPLY WITH PROJECT SPECIFICATIONS.
ASPHALT PAVING GENERAL IMPROVEMENT NOTES:
IMPROVED ASPHALT PAVING SECTION
NEW 1-1/2" HMAC
OVERLAY
REPLACE WITH NEW 2" HMAC BASE COURSE
CLASS II PAVEMENT.
MILL A MINIMUM OF 2" OF EXISTING PAVING
IF NECESSARY ADD ADDITIONAL
BASE MATERIAL WITH OWNER APPROVAL.
IF NECESSARY RESHAPE
AND COMPACT EXISTING
BASE MATERIALS.
NEW 1-1/2" HMAC
OVERLAY
ROADWAY TRANSITION DETAIL BETWEEN IMPROVED ROADWAY SECTIONS
1-1/2" OVERLAY
2" HMAC BASE COURSE EX. AC UNDISTURBED
BASE ROCK
AutoCAD SHX Text
DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
OREGON PARKS AND RECREATION DEPARTMENT
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SHEET:
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OPRIS#:
AutoCAD SHX Text
OF
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CONTRACT #:
AutoCAD SHX Text
AutoCAD SHX Text 73402
AutoCAD SHX Text D1
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SADDLE MOUNTAIN STATE NATURAL AREA
AutoCAD SHX Text
SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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DETAILS
AutoCAD SHX Text 03/11/2025
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MR
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COMPLETE ROADWAY REPAIR. CONTRACTOR TO REMOVE FULL SECTION
OF EXISTING ASPHALT PAVING, ADD THE NECESSARY AMOUNT OF
AGGREGATE BASE TO BRIDGE SUNKEN AREA. SHAPE AND COMPACT NEW
AGGREGATE BASE, PLACE 2” OF HMAC BASE COURSE CLASS II PAVEMENT
AND FINISH WITH 1-1/2” ASPHALT WEARING SURFACE PER PROJECT
SPECIFICATIONS AND AS SHOWN IN DETAIL 1 SHOWN ON SHEET D2
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REG
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R.
D A V I D W . T U T T L E
16' TYPICAL
FAILED AND SUNKEN PAVING TO
BE REPLACED. MAY BE HALF TO FULL
WIDTH OF ROADWAY.
16' TYPICAL
RECONSTRUCTED BASE SECTION
1'
1'<<< 1% MIN 4% MAX SLOPE MATCHING
DRAINAGE OF SURROUNDING AREA>>>
TYPICAL EXISTING SUNKEN ROADWAY CONDITION
COMPLETED ROADWAY REPAIR DETAIL
TRANSITION BACK TO EXISTING
GRADE MAX SLOPE 3:1
SEE IMPROVED SECTION RIGHT & BELOW
EXISTING
ROADWAY
FAILURE
REMOVE
EXISTING FAILED
BASE MATERIAL
ADD NEW BASE
MATERIAL AS
NEEDED TO BRIDGE
THE SUNKEN AREA.
SHAPE AND RE-COMPACT
PER PROJECT SPECIFICATIONS.
CONTRACTOR SHALL CONSTRUCT AGGREGATE ROADWAY
SHOULDER AT ALL ROADWAY REPAIR AREAS AS SHOWN IN REPAIR
DETAILS HEREON.
ASPHALT PAVING GENERAL IMPROVEMENT NOTES:
BUILD UP BASE SECTION PER
OPRD PROJECT MANAGER
DIRECTION. FILL WITH 1' TO 2.5' OF AGGREGATE
BASE FILL, SHAPE AND COMPACT PER
IMPROVEMENT NOTE 2 SHOWN BELOW. .
IMPROVED ASPHALT PAVING SECTION
IMPROVEMENT NOTES:
NEW 2"-4" DEEP AGGREGATE
SHOULDER 1:3 SLOPE TO
CATCH EXISTING
TYP. MIN.
NEW 2" HMAC BASE
COURSE ASPHALT
PAVEMENT
DEPTH VARIES
NEW 1-1/2" HMAC
OVERLAY
MILL A MINIMUM OF 2"
OF EXISTING PAVING
REPLACE WITH NEW
2" HMAC BASE COURSE
CLASS II PAVEMENT.
NEW 1-1/2" HMAC
OVERLAY
N.T.S.
1 COMPLETE ROADWAY REPAIR DETAIL
D2
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SHEET:
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OF
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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DETAILS
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ROADWAY OVERLAY. CONTRACTOR SHALL PREPARE EXISTING
PAVEMENT SURFACE FOR NEW PAVEMENT OVERLAY PER PROJECT
SPECIFICATIONS. FINISH WITH NEW 1-1/2” HMAC CLASS II PAVEMENT.
OVERLAY PER PROJECT SPECIFICATIONS AND AS SHOWN ON DETAIL 1 ON
SHEET D3.
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D A V I D W . T U T T L E
16' TYP.1' NEW 2"-4" DEEP AGGREGATE SHOULDER
1:3 SLOPE TO CATCH EXISTING
APPROXIMATE EXISTING
SURFACE GRADE
<<< 1% MIN 2% MAX SLOPE MATCHING DRAINAGE OF
SURROUNDING AREA>>>
N.T.S.
1 ROADWAY OVERLAY DETAIL
PER PROJECT SPECIFICATIONS.
INSTALL NEW TACK COAT.
EXISTING AGGREGATE BASE TO
REMAIN UNDISTURBED.
FINISH WITH 1-1/2" HMAC CLASS II
PAVEMENT PER PROJECT
SPECIFICATIONS.
MIN,
TYP.
EXISTING ASPHALT TO REMAIN
THICKNESS UNKNOWN.
INSTALL NEW TACK
COAT UNDER OVERLAY.
FINISHED ROADWAY OVERLAY PAVING SECTION
IMPROVEMENT NOTES:
PREP EXISTING ASPHALT PAVEMENT
FOR OVERLAY PER PROJECT SPECIFICAITONS.
D3
NEW 1-1/2" HMAC
OVERLAY PREP EXISTING ASPHALT PAVEMENT
FOR OVERLAY PER PROJECT SPECIFICAITONS.
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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SHEET:
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OPRIS#:
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OF
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CONTRACT #:
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AutoCAD SHX Text 73402
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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I STERED PROFESS IONAL
R.
D A V I D W . T U T T L E
EXISTING ASPHALT OR
AGGREGATE ROADWAY
SAWCUT BUTT JOINT TRANSITION
TACK AND SAND SEAL JOINT.
EXISTING AGGREGATE BASE
IMPROVED ROADWAY
N.T.S.
1 BUTT JOINT DETAIL
D4
N.T.S.
2 CARSONITE MARKER
D4
1' EMBEDMENT
4.50' REVEAL
EMBEDMENT
M
ILE PO
ST 4.2PLACE MARKER AT 3' OFF OF THE
WESTERLY EDGE OF PAVEMENT AT EACH
CULVERT CROSSING. BOTH CARSONITE
IDENTIFICATION STICKERS AND
CARSONITE POSTS SHALL BE OWNER
FURNISHED AND CONTRACTOR INSTALLED
N.T.S.
3 ASPHALT TAPER DETAIL
D4
EXISTING AC
EXISTING BASE ROCK
1/2" LEVEL 2 HMAC WEARING
SURFACE SAND SEAL EXCESSIVE
VOIDS
AC OVERLAY, SEE OVERLAY CONSTRUCTION
DETAIL
20'-0"
NOT TO SCALE
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DESIGNED BY
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APPROVED BY
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CHECKED BY
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DRAWN BY
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DATE
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REVISION
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DATE
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BY
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OREGON PARKS AND RECREATION DEPARTMENT
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SHEET:
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OPRIS#:
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OF
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CONTRACT #:
AutoCAD SHX Text
AutoCAD SHX Text 73402
AutoCAD SHX Text D4
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SADDLE MOUNTAIN STATE NATURAL AREA
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SADDLE MOUNTAIN ROADWAY IMPROVEMENTS
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DETAILS
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MR
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| C1 TITLE SHEET |
| G1 GENERAL NOTES |
| C2 TRAFFIC CONTROL PLAN |
| C3 ROADWAY IMPROVEMENT PLAN |
| C4 ROADWAY IMPROVEMENT PLAN |
| C5 ROADWAY IMPROVEMENT PLAN |
| C6 ROADWAY IMPROVEMENT PLAN |
| ESC1 EROSION AND SEDIMENT CONTROL PLANS |
| ESC2 EROSION AND SEDIMENT CONTROL DETAILS |
| D1 DETAILS |
| D2 DETAILS |
| D3 DETAILS |
| D4 DETAILS |
File details come from the government source that posted it. Updated .