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UGP
UG
P
UGP
UG
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WM
WM
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U
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P
SE 2ND STREET
SE
C
OM
BS
F
LA
T R
D
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
3620
CO
WM
LEGEND
ASSESSOR'S TAX LOT LINE (APPROX. LOCATION)
CURB LINE
OVERHEAD POWER
UNDERGROUND POWER
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UNDERGROUND GAS LINE
FENCE
CATCH BASIN
IRRIGATION VALVE
FIRE HYDRANT
WATER VALVE
WATER METER
UTILITY POLE WITH LIGHT
GUY POLE / ANCHOR
UTILITY POLE
ELECTRIC TRANSFORMER & CONC. PAD
SEWER MANHOLE
SEWER CLEANOUT
ROAD SIGN
BOLLARD
EXISTING CONTOUR LINE, 5' INTERVAL
EXISTING CONTOUR LINE, 1' INTERVAL
EXISTING BUILDING
EXISTING BUSHES
EXISTING HMAC PAVEMENT
EXISTING CONCRETE
3621
0 10 20 40 60 80 120
SCALE: 1" = 40'
EXISTING CONDITIONS
PLAN - OVERALL
C1.1
VICINITY MAP
NTS
CONTACT INFORMATION
OWNER / DEVELOPER: CROOK COUNTY SCHOOL DISTRICT
471 NE OCHOCO PLAZA DRIVE
PRINEVILLE, OR 97754
PH: (541) 447-5664
ARCHITECT: BLRB ARCHITECTS, P.S
404 SW COLUMBIA STREET
BEND, OR 97702
PH: (514)330-0506
ENGINEER: HICKMAN, WILLIAMS & ASSOCIATES, INC.
62930 O.B. RILEY ROAD, SUITE 100
BEND, OR 97703
PH: (541) 389-9351
SURVEYOR: ARMSTRONG SURVEYING & ENGINEERING INC.
267 NE 2ND STREET #100
PRINEVILLE, OR 97754
U.S. HWY 26
SE 2ND STREET
SE
C
OM
BS
F
LA
T R
OA
D
SE
K
NO
WLE
DG
E S
TR
EE
T
W
UGP UG
P
UG
P
UGPU
GP
UG
P
4
2
2
3
4
5
6
6
7
1
SE
C
OM
BS
F
LA
T R
D
7
4
9
8
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
1
REMOVAL KEY NOTES
SAWCUT AND REMOVE EXISTING
HMAC SURFACE AND AGGREGATE BASE AS SHOWN (TYP.)
REMOVE EXISTING CONCRETE PAD
REMOVE EXSITING PLAY STRUCTURES, 8900 SF MULCH
AND CONCRETE RETAINING CURB ON PERIMETER
RELOCATE EXISTING IRRIGATION CONTROL BOX
REMOVE 600 LF EXISTING FENCE
REMOVE EXISTING WALL
EXISTING FENCE TO REMAIN
REMOVE EXIXTING IRRIGATION RISER
REMOVE EXISTING BOLLARD
2
3
GENERAL REMOVAL NOTES
MINIMUM SAWCUT REMOVAL SHOWN - ACTUAL SAWCUT LINE TO
FOLLOW EXISTING CONCRETE SCORE LINES (TYPICAL FOR ALL
CONCRETE REMOVAL)
4
EXISTING CONDITIONS &
REMOVAL PLAN - EAST
C1.2
0 5 10 20 30 40 60
SCALE: 1" = 20'
5
3620
CO
WM
LEGEND
ASSESSOR'S TAX LOT LINE (APPROX. LOCATION)
CURB LINE
OVERHEAD POWER
UNDERGROUND POWER
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UNDERGROUND GAS LINE
FENCE
TELEPHONE RISER
CATCH BASIN
IRRIGATION VALVE
FIRE HYDRANT
WATER VALVE
WATER METER
UTILITY POLE WITH LIGHT
GUY POLE / ANCHOR
UTILITY POLE
ELECTRIC TRANSFORMER & CONC. PAD
SEWER MANHOLE
SEWER CLEANOUT
ROAD SIGN
BOLLARD
EXISTING CONTOUR LINE, 5' INTERVAL
EXISTING CONTOUR LINE, 1' INTERVAL
EXISTING BUILDING
EXISTING BUSHES
EXISTING HMAC PAVEMENT
EXISTING HMAC PAVEMENT TO BE REMOVED
EXISTING CONCRETE
EXISTING CONCRETE TO BE REMOVED
3621
6
7
8
9
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W
W
UGP
UGP UG
P
UG
P
UGP
UGPU
GP
UG
P
0+
00
1+
00
2
+
0
0
3+004+00
5+
00
6+00 7+00 7+94
1+00
2+00
3+00
4+00
5+00
6+00
7+007+04
SE
C
OM
BS
F
LA
T R
D
2
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
EROSION CONTROL KEY NOTES GRADING LEGEND
GRAVEL CONSTRUCTION ENTRANCE
(SEE DETAIL 3/C4.1)
FLOW ARROW
BIO-BAG TYPE INLET PROTECTION
INSTALL AT CATCH BASINS AND GRATED
DRYWELL AFTER INSTALLATION.
(SEE DETAIL 1/C4.1)
SILT FENCE
(SEE DETAIL 2/C4.1)
12" CMP
GENERAL EROSION CONTROL NOTES
EROSION CONTROL INSPECTION FREQUENCY
1
CONSTRUCT GRAVEL
CONSTRUCTION ENTRANCE
(SEE DETAIL 3/C5.1)
INSTALL BIO-BAG INLET PROTECTION
AT CATCH BASINS
(SEE DETAIL 1/C5.1, TYP. OF 2)
INSTALL SILT FENCE
(SEE DETAIL 2/C5.1)
2
3
0 5 10 20 30 40 60
SCALE: 1" = 20'
C2.1
EROSION CONTROL
PLAN - EAST
W
W
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W
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P
U
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U
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P
U
G
P
SE 2ND STREET
0+00
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
EROSION CONTROL KEY NOTES GRADING LEGEND
GRAVEL CONSTRUCTION ENTRANCE
(SEE DETAIL 3/C4.1)
FLOW ARROW
BIO-BAG TYPE INLET PROTECTION
INSTALL AT CATCH BASINS AND GRATED
DRYWELL AFTER INSTALLATION.
(SEE DETAIL 1/C4.1)
SILT FENCE
(SEE DETAIL 2/C4.1)
GENERAL EROSION CONTROL NOTES
EROSION CONTROL INSPECTION FREQUENCY
1
CONSTRUCT GRAVEL
CONSTRUCTION ENTRANCE
(SEE DETAIL 3/C5.1)
INSTALL BIO-BAG INLET PROTECTION
AT CATCH BASINS
(SEE DETAIL 1/C5.1)
INSTALL SILT FENCE
(SEE DETAIL 2/C5.1)
2
3
0 5 10 20 30 40 60
SCALE: 1" = 20'
C2.2
EROSION CONTROL
PLAN - WEST
W
UGP UG
P
UG
P
UGPU
GP
UG
P
0+
00
1+
00
2
+
0
0
3+004+00
5+
00
6+00 7+00 7+94
1+00
2+00
3+00
4+00
5+00
6+00
SE
C
OM
BS
F
LA
T R
D
2
1
3
4
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
GRADING & DRAINAGE
PLAN - EAST
C2.3
0 5 10 20 30 40 60
SCALE: 1" = 20'
1. ALL GRADING SHALL BE IN CONFORMANCE WITH THE CURRENT 2014 OREGON STRUCTURAL SPECIALTY CODE AND WITH THE
C.O.B. GRADING, EXCAVATION, AND STORMWATER MANAGEMENT TITLE XVI.
2. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ZONE BETWEEN FINISHED SUBGRADE
AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 95%
RELATIVE COMPACTION.
3. EXCAVATORS SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0090.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "UNDERGROUND LOCATE SERVICE" AT 1-800-332-2344 AT
LEAST 2 FULL BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION FOR LOCATION OF UNDERGROUND WATER, SEWER,
STORM DRAIN, POWER, GAS, OIL, CABLE TV, AND TELEPHONE FACILITIES.
5. ALL UNSUITABLE SOILS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM
THE JOB SITE AND DISPOSED OF PROPERLY.
6. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM
PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION, AND DOMESTIC ANIMALS OR CAUSING A
NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATIONS.
7. CUT SLOPES IN SOIL AND LOOSE ROCK RUBBLE SHALL NOT EXCEED A RATIO OF 2 HORIZONTAL TO 1 VERTICAL UNLESS
PREVIOUSLY APPROVED BY ENGINEER. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED A RATIO OF
1
2
HORIZONTAL TO 1
VERTICAL. FILL SLOPES SHALL NOT EXCEED A RATIO OF 3 HORIZONTAL TO 1 VERTICAL UNLESS PREVIOUSLY APPROVED BY
ENGINEER.
8. ALL ACCESSIBLE ROUTES (EXCLUDING CURB RAMPS) SHALL BE CONSTRUCTED WITH A SLOPE OF NO MORE THAN 5.0% IN THE
DIRECTION OF TRAVEL AND A CROSS SLOPE OF NO MORE THAN 2.0%. CURB RAMPS SHALL BE CONSTRUCTED WITH A SLOPE OF
NO MORE THAN 8.3% IN THE DIRECTION OF TRAVEL AND A CROSS SLOPE OF NO MORE THAN 2.0%
9. THERE ARE NO WETLANDS OR STREAMS LOCATED WITHIN THE PROPOSED DEVELOPMENT AREA. THE PROPOSED PRIVATE SITE
IMPROVEMENTS SHALL BE GRADED AND CONSTRUCTED TO CONTAIN PRIVATE STORM WATER ON SITE. MULTIPLE NEW
DRYWELLS, AS SHOWN ON THE PLAN, WILL BE CONSTRUCTED FOR PRIVATE STORM WATER DISPOSAL WITHOUT DISCHARGING
PRIVATE STORMWATER ONTO ADJACENT PROPERTIES. THE PUBLIC DRAINAGE WILL CONTINUE TO FLOW TO EXISTING FACILITIES
IN SW INDUSTRIAL WAY.
10. THE PROPOSED DRAINAGE SYSTEM HAS BEEN DESIGNED TO PROVIDE WATER QUALITY TREATMENT AND FLOW CONTROL FOR
THE 25-YEAR STORM EVENT WITH A SAFE OVERFLOW PATH FOR THE 100-YEAR STORM EVENT. THE CONVEYANCE SYSTEM
COMPONENTS SUCH AS INLETS AND STORM DRAIN PIPES HAVE BEEN DESIGNED TO CONVEY THE PEAK FLOWS FROM THE
25-YEAR STORM EVENT.
11. THE PROPOSED PROJECT SITE IS DIVIDED INTO FOUR (4) DRAINAGE BASINS WITH THE AREA I.D.'S SHOWN IN THE TABLE BELOW
AND ON THE PLAN. THE BASINS INCLUDE ALL OF THE ROOF, PARKING, SIDEWALK, AND LANDSCAPED AREAS. THE PRIVATE STORM
RUNOFF IS ROUTED BY SHEET FLOW TO CATCH BASINS AND IS THEN DIRECTED BY STORM DRAIN PIPING TO PROPOSED
SEDIMENTATION MANHOLES AND DRYWELLS. ROOF RUNOFF IS ROUTED DIRECTLY INTO PROPOSED DRYWELLS AND NOT
THROUGH SEDIMENTATION MANHOLES AS PRE-TREATMENT IS NOT REQUIRED BY OREGON DEQ.
GRADING NOTES
2821
GRADING LEGEND
NOTE:
ADD 2800.00 FT TO ALL SPOT ELEVATIONS
2821
29.50 TC
29.00 FG
PROPOSED 12" CONCRETE CURB
(6" REVEAL)
EXISTING 1' GROUND
SURFACE CONTOUR
EXISTING 5' GROUND
SURFACE CONTOUR
PROPOSED 1' GROUND
SURFACE CONTOUR
PROPOSED 5' GROUND
SURFACE CONTOUR
PROPOSED SPOT ELEVATION
TOP OF CURB
FINISH GRADE
EXISTING GRADE
EXISTING HMAC PAVEMENT
TO REMAIN
PROPOSED HMAC PAVEMENT
PROPOSED PCC PAVEMENT
LANDSCAPE AREA
2825
2825
TC
FG
EG
PAVING KEY NOTES
CONSTRUCT 12" CONCRETE CURB
(SEE DETAIL 9/C5.1)
CONSTRUCT HEAVY DUTY ASPHALT PAVEMENT
(SEE DETAIL 7/C5.1)
CONSTRUCT LIGHT DUTY PCC PAVEMENT SIDEWALK
(SEE DETAIL 6/5.1)
INSTALL STOP SIGN
(SEE DETAIL 13/C5.1)
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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WM
WM
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U
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P
U
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P
U
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P
U
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P
SE 2ND STREET
0+00
86.50 FG
7'
86.50 FG
7.1%
9'
5.5%
87.00 FG
1
1
1 1
1
1
1
1
1
1
2
2
2
2
3
4
4
4
5
5
8
7
12
10
10
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
GRADING & DRAINAGE
PLAN - WEST
C2.4
0 5 10 20 30 40 60
SCALE: 1" = 20'
1. ALL GRADING SHALL BE IN CONFORMANCE WITH THE CURRENT 2014 OREGON STRUCTURAL SPECIALTY CODE AND WITH THE
C.O.B. GRADING, EXCAVATION, AND STORMWATER MANAGEMENT TITLE XVI.
2. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% IN THE ZONE BETWEEN FINISHED SUBGRADE
AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED TO 95%
RELATIVE COMPACTION.
3. EXCAVATORS SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0090.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "UNDERGROUND LOCATE SERVICE" AT 1-800-332-2344 AT
LEAST 2 FULL BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION FOR LOCATION OF UNDERGROUND WATER, SEWER,
STORM DRAIN, POWER, GAS, OIL, CABLE TV, AND TELEPHONE FACILITIES.
5. ALL UNSUITABLE SOILS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM
THE JOB SITE AND DISPOSED OF PROPERLY.
6. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT HIS OPERATIONS FROM
PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION, AND DOMESTIC ANIMALS OR CAUSING A
NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATIONS.
7. CUT SLOPES IN SOIL AND LOOSE ROCK RUBBLE SHALL NOT EXCEED A RATIO OF 2 HORIZONTAL TO 1 VERTICAL UNLESS
PREVIOUSLY APPROVED BY ENGINEER. CUT SLOPES IN SOLID ROCK SHALL NOT EXCEED A RATIO OF
1
2
HORIZONTAL TO 1
VERTICAL. FILL SLOPES SHALL NOT EXCEED A RATIO OF 3 HORIZONTAL TO 1 VERTICAL UNLESS PREVIOUSLY APPROVED BY
ENGINEER.
8. ALL ACCESSIBLE ROUTES (EXCLUDING CURB RAMPS) SHALL BE CONSTRUCTED WITH A SLOPE OF NO MORE THAN 5.0% IN THE
DIRECTION OF TRAVEL AND A CROSS SLOPE OF NO MORE THAN 2.0%. CURB RAMPS SHALL BE CONSTRUCTED WITH A SLOPE OF
NO MORE THAN 8.3% IN THE DIRECTION OF TRAVEL AND A CROSS SLOPE OF NO MORE THAN 2.0%
9. THERE ARE NO WETLANDS OR STREAMS LOCATED WITHIN THE PROPOSED DEVELOPMENT AREA. THE PROPOSED PRIVATE SITE
IMPROVEMENTS SHALL BE GRADED AND CONSTRUCTED TO CONTAIN PRIVATE STORM WATER ON SITE. MULTIPLE NEW
DRYWELLS, AS SHOWN ON THE PLAN, WILL BE CONSTRUCTED FOR PRIVATE STORM WATER DISPOSAL WITHOUT DISCHARGING
PRIVATE STORMWATER ONTO ADJACENT PROPERTIES. THE PUBLIC DRAINAGE WILL CONTINUE TO FLOW TO EXISTING FACILITIES
IN SW INDUSTRIAL WAY.
10. THE PROPOSED DRAINAGE SYSTEM HAS BEEN DESIGNED TO PROVIDE WATER QUALITY TREATMENT AND FLOW CONTROL FOR
THE 25-YEAR STORM EVENT WITH A SAFE OVERFLOW PATH FOR THE 100-YEAR STORM EVENT. THE CONVEYANCE SYSTEM
COMPONENTS SUCH AS INLETS AND STORM DRAIN PIPES HAVE BEEN DESIGNED TO CONVEY THE PEAK FLOWS FROM THE
25-YEAR STORM EVENT.
11. THE PROPOSED PROJECT SITE IS DIVIDED INTO FOUR (4) DRAINAGE BASINS WITH THE AREA I.D.'S SHOWN IN THE TABLE BELOW
AND ON THE PLAN. THE BASINS INCLUDE ALL OF THE ROOF, PARKING, SIDEWALK, AND LANDSCAPED AREAS. THE PRIVATE STORM
RUNOFF IS ROUTED BY SHEET FLOW TO CATCH BASINS AND IS THEN DIRECTED BY STORM DRAIN PIPING TO PROPOSED
SEDIMENTATION MANHOLES AND DRYWELLS. ROOF RUNOFF IS ROUTED DIRECTLY INTO PROPOSED DRYWELLS AND NOT
THROUGH SEDIMENTATION MANHOLES AS PRE-TREATMENT IS NOT REQUIRED BY OREGON DEQ.
GRADING NOTES
2821
GRADING LEGEND
NOTE:
ADD 2800.00 FT TO ALL SPOT ELEVATIONS
2821
29.50 TC
29.00 FG
DRAINAGE BASIN BOUNDARY
PROPOSED 12" CONCRETE CURB
(6" REVEAL)
EXISTING 1' GROUND
SURFACE CONTOUR
EXISTING 5' GROUND
SURFACE CONTOUR
PROPOSED 1' GROUND
SURFACE CONTOUR
PROPOSED 5' GROUND
SURFACE CONTOUR
PROPOSED SPOT ELEVATION
TOP OF CURB
FINISH GRADE
EXISTING GRADE
EXISTING HMAC PAVEMENT
TO REMAIN
PROPOSED HEAVY DUTY PAVEMENT
PROPOSED LIGHT DUTY PAVEMENT
PROPOSED PCC PAVEMENT
LANDSCAPE AREA
2825
2825
TC
FG
EG
PAVING KEY NOTES
CONSTRUCT 12" CONCRETE CURB
(SEE DETAIL 9/C5.1)
CONSTRUCT HIGHT DUTY ASPHALT PAVEMENT
(SEE DETAIL 7/C5.1)
CONSTRUCT LIGHT DUTY ASPHALT PAVEMENT
(SEE DETAIL 7/C5.1)
CONSTRUCT LIGHT DUTY PCC PAVEMENT
(SEE DETAIL 6/C5.1)
CONSTRUCT HEAVY DUTY PCC PAVEMENT SIDEWALK
(SEE DETAIL 6/C5.1)
CONSTRUCT PARALLEL CURB RAMP
(SEE DETAIL 10/C5.1)
PROVIDE 4" WIDTH WHITE PARKING STRIPING
(SEE DETAIL 11/C5.1)
PROVIDE ACCESSIBLE PARKING STRIPING
(SEE DETAIL 11/C5.1)
INSTALL ACCESSIBLE PARKING SIGNAGE
(SEE DETAIL C5.1)
INSTALL FLAG POLE COORDINATE WITH ARCHITECH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
W
W
W
W
W
W
W
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W
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W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
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W
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W
W
W
W
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W
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W
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W
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W
W
W
W
W
W
W
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WW
W
W
W
W
W
W
W
W
W
W
W
WM
WM
U
G
P
U
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P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
SE 2ND STREET
0+00
5
6
9
3
8
4
7
3
1
1
2
1
4
5
2
6
7
10
11
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
UTILITY PLAN - WEST
C3.1
0 5 10 20 30 40 60
SCALE: 1" = 20'
GENERAL NOTES
SEE SHEET C501 FOR UTILITY PROFILES
ALL PUBLIC UTILITIES SHALL BE IN CONFORMANCE WITH
CITY OF BEND STANDARDS AND SPECS.
ALL PRIVATE UTILITIES SHALL BE IN CONFORMANCE
WITH THESE PLANS, PROJECT SPECIFICATIONS, AND
2014 OREGON PLUMBING SPECIALTY CODE (OPSC).
ALL STORM SEWER PIPING IN COMMON TRENCHES WITH
WATER, OR LOCATED UNDER PORCHES, OR WITHIN 5' OF
THE BUILDING SHALL BE SCH-40 OR ABS, PER 2014
OREGON SPECIALTY PLUMBING CODE 313.5. ALL OTHER
STORM SEWER PIPING SHALL BE PVC ASTM-3034,
UNLESS NOTED OTHERWISE.
ALL STORM DRAIN PIPING AND FITTINGS SHALL MEET
THE 2014 OPSC AND BE THE SAME AS SPECIFIED FOR
SANITARY SEWERS IN SECTION 715.0 OPSC 1101.3.3.
CATCH BASINS SHALL COMPLY WITH 2014 OPSC 1101.10
STORM CLEANOUTS SHALL BE INSTALLED AT INTERVALS
NOT TO EXCEED 100' IN STRAIGHT RUNS AND FOR EACH
AGGREGATE HORIZONTAL CHANGE IN DIRECTION
EXCEEDING 135 DEGREES PER 2014 OSPC 1101.12, 719.0.
MANHOLES - THE INLET AND OUTLET CONNECTIONS
SHALL BE MADE BY USE OF A FLEXIBLE JOINT NOT LESS
THAN 12 INCHES AND NOT EXCEEDING 3 FEET PER 2014
OPSC 719.5. THE MAXIMUM DISTANCE BETWEEN
MANHOLES SHALL NOT EXCEED 300 FEET PER 2014
OPSC 719.5.
MECHANICAL (MECH.) JOINT RESTRAINTS ON FIRE
SERVICE AND DOMESTIC SERVICE PIPING SHALL BE
"MEGA LUG" FITTINGS AS MANUFACTURED BY EBAA
IRON, INC. OR ENGINEER-APPROVED EQUAL COMPLYING
WITH AWWA C-600 AND ASTM D-2774.
UTILITY KEY NOTES
ADJUST WATER METER BOXES TO GRADE
ADJUST MANHOLES TO GRADE
INSTALL CATCH BASIN
(SEE 8/C5.1 FOR DETAIL)
REMOVE EXISTING WATER HYDRANT
REINSTALL WATER HYDRANT ADD 90° BEND
(SEE DETAILS 4 & 5/C5.1)
REMOVE EXISTING LIGHT POLE
REINSTALL EXISTING LIGHT POLE
REMOVE EXISTING CATCH BASIN
CUT AND CAP WATER SERVICE
ABANDON OVERHEAD POWER SERVICE
ABANDON GAS SERVICE
UTILITY LEGEND
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING OVHD POWER
UNDERGROUND GAS
PROPOSED CATCH BASIN
PROPOSED SEDIMENTATION MANHOLE
SD
W
OHP
W
W
0+
00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
2880
2885
2890
2895
2900
2880
2885
2890
2895
2900
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+007+04
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+007+04
28
87
.0
2887.04
28
87
.1
2887.12
28
87
.6
2887.61
28
87
.4
2887.45
28
87
.2
2887.18
28
87
.4
2887.42
28
87
.6
2887.60
28
87
.8
2887.79
28
88
.2
2888.15
28
88
.5
2888.54
28
88
.8
2888.83
28
89
.1
2889.14
28
89
.6
2889.58
28
90
.2
2890.20
28
90
.5
2890.53
28
90
.6
2890.61
28
90
.8
2890.76
28
91
.0
2891.04
28
91
.4
2891.40
28
91
.7
2891.72
28
92
.1
2892.08
28
92
.2
2892.16
28
92
.2
2892.23
28
92
.5
2892.46
28
92
.8
2892.78
28
92
.8
2892.80
0.60%
1.2
2%
0.68%
0.68%
ST
A: =
0+
00.00
ELE
V. =
2887.10
ST
A: =
1+
50.00
ELE
V. =
2888.00
ST
A: =
2+
96.00
ELE
V. =
2889.00
ST
A: =
4+
42.00
ELE
V. =
2890.00
ST
A: =
6+
72.07
ELE
V. =
2892.80
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
2821
GRADING LEGEND
NOTE:
ADD 2800.00 FT TO ALL SPOT ELEVATIONS
2821
25.50 TC
25.00 FG
PROPOSED CURB
EXISTING 1' GROUND
SURFACE CONTOUR
EXISTING 5' GROUND
SURFACE CONTOUR
PROPOSED 1' GROUND
SURFACE CONTOUR
PROPOSED 5' GROUND
SURFACE CONTOUR
PROPOSED SPOT ELEVATION
TOP OF CURB
FINISH GRADE
EXISTING GRADE
2825
2825
TC
FG
EG
ACCESS ROAD PLAN
SCALE: 1" = 20'
ACCESS ROAD PROFILE
SCALE: HORIZONTAL 1" = 20' / VERTICAL 1" = 6'
ACCESS ROAD SECTION, STA 0+14.23 - STA 7+00
NOT TO SCALE
VARIES
2.0% (TYP.)
HEAVY DUTY
HMAC PAVEMENT
7/C5.1
2
:
1
(
M
A
X
)
2
:
1
(
M
A
X
)
28' (TYP.)
℄
PROFILE FINISH GRADE
REFERENCE POINT
2
:
1
(
M
A
X
)
2
:
1
(
M
A
X
)
C4.1
ACCESS ROAD
PLAN AND PROFILE
1+
00
2
+
0
0
3+004+00
5+
00
6+00 7+00 7+94
2880
2885
2890
2895
2900
2880
2885
2890
2895
2900
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+94
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 7+94
2891.6
28
91
.6
2
2890.8
28
90
.8
3
2889.6
28
89
.6
4
2889.7
28
89
.6
8
2889.7
28
89
.6
7
2889.7
28
89
.6
6
2889.6
28
89
.6
3
2889.5
28
89
.5
4
2889.4
28
89
.4
0
2889.5
28
89
.4
9
2889.3
28
89
.2
8
2889.1
28
89
.0
9
2889.0
28
89
.0
0
2888.9
28
88
.9
1
2888.8
28
88
.8
0
2888.6
28
88
.6
0
2888.2
28
88
.1
7
2888.0
28
87
.9
8
2887.9
28
87
.9
4
2887.7
28
87
.6
6
2887.7
28
87
.6
9
2887.8
28
87
.7
6
2888.2
28
88
.2
1
2888.6
28
88
.6
5
2889.0
28
88
.9
6
2889.7
28
89
.7
0
2889.4
28
89
.4
4
2889.4
28
89
.4
0
2889.5
28
89
.4
7
2889.6
28
89
.5
5
2889.6
28
89
.6
3
-2.0
0%
0.05%
-2.54%
0.00%
2.63%
-1.03%
ST
A: =
0
+0
0.0
0
EL
EV
. =
2
89
0.1
0
ST
A: =
0
+2
8.0
1
EL
EV
. =
2
88
9.5
4
ST
A: =
2
+5
0.0
0
EL
EV
. =
2
88
9.6
5
ST
A: =
4
+0
7.5
0
EL
EV
. =
2
88
5.6
5
ST
A: =
6
+0
0.0
0
EL
EV
. =
2
88
5.6
5
ST
A: =
7
+5
2.2
7
EL
EV
. =
2
88
9.6
5
ST
A: =
7
+9
3.9
9
EL
EV
. =
2
88
9.2
2
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
2821
GRADING LEGEND
NOTE:
ADD 2800.00 FT TO ALL SPOT ELEVATIONS
2821
25.50 TC
25.00 FG
PROPOSED CURB
EXISTING 1' GROUND
SURFACE CONTOUR
EXISTING 5' GROUND
SURFACE CONTOUR
PROPOSED 1' GROUND
SURFACE CONTOUR
PROPOSED 5' GROUND
SURFACE CONTOUR
PROPOSED SPOT ELEVATION
TOP OF CURB
FINISH GRADE
EXISTING GRADE
2825
2825
TC
FG
EG
BUS LOOP
SCALE: 1" = 20'
BUS LOOP
SCALE: HORIZONTAL 1" = 20' / VERTICAL 1" = 6'
BUS LOOP SECTION, STA 2+50 - STA 7+50
NOT TO SCALE
VARIES
2.0% (TYP.)
HMAC PAVEMENT
X"/X"
2
:
1
(
M
A
X
)
2
:
1
(
M
A
X
)
1.0'
(TYP.)
VARIES,
14' (TYP.)
℄
PROFILE FINISH GRADE
REFERENCE POINT
2
:
1
(
M
A
X
)
2
:
1
(
M
A
X
)
C4.2
BUS LOOP
PLAN AND PROFILE
±
VARIES
2.0% (TYP.)
VARIES,
7.5'
(TYP.)
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
AGGREGATE BASE MATERIAL:
(6" NOM. COMP. THKN.)
PORTLAND CEMENT
CONCRETE PAVEMENT
(4" NOM. THKN.)
COMPACT UPPER 12" OF
SOIL SUBGRADE PER
SPECIFICATIONS
CURB SPACE @ 10' O.C.
CONTRACTION JNT.
TOOLED
SEE NOTE 2
EXPANSION JNT.
NOTES:
1. FINE BRUSH TOP & FRONT OF CURB PARALLEL TO LINE OF CURB
2. PROVIDE 1/2" EXPANSION JOINT AT EVERY CHANGE OF DIRECTION
TYPICAL, AS INDICATED IN TABLE AT LEFT, AND WHERE NEW
CONSTRUCTION ABUTS EXISTING OR OLD CONCRETE.
3. PROVIDE "BOND BREAKER" EXPANSION JOINT BETWEEN BACK OF
CURB & SIDEWALK AND BETWEEN SIDEWALK AND BUILDING
WHERE APPLICABLE.
PORTLAND CEMENT
CONCRETE CURB
FINISH GRADE
6" 2"
6"
12"
BA
CK
O
F C
UR
B
AGGREGATE BASE
UNDER CURB
(2" NOM. THKN.)
AC PAVEMENT AND
AGG BASE
PCC PAVEMENT DETAIL
SCALE: NOT TO SCALE
6
C5.1
TRENCH WIDTH
6"
MIN
36"
MIN COVER
FOR
SEWER AND WATER
10" MIN
12"
MIN
INVERT ELEV OF PIPE
PER PROFILE
(SEWER / STORM)
SCREENED TRENCH SPOILS
NO LARGER THAN 3" PLACED
IN COMPACTED LIFTS
PIPE
SIZE
TRENCH
WIDTH
TYPICAL TRENCH IN
PAVED AREAS
TYPICAL TRENCH IN
LANDSCPAED AREAS
FINISH GRADE
PAVEMENT AND
AGG BASE
WARNING TAPE
TRACER WIRE #10
BEDDING
MATERIAL
<6"
6"
8"
10"
12"
15"
18"
24"
24"
28"
28"
30"
34"
36"
STORM DRAIN / WATER TRENCH
SCALE: NOT TO SCALE
4
C5.1
12" CONCRETE CURB
SCALE: NOT TO SCALE
9
C5.1
BIO-FILTER BAG INSTALLATION
SCALE: NOT TO SCALE
1
C5.1
TOP OF PIPE ELEV PER PROFILE
(WATER)
FLOW
CURB
BIO-FILTER BAG
(TYPICAL)
CATCH BASIN
ACCESSIBLE PARKING SIGNAGE
ATTACHED TO POST
(SEE SIGN DETAIL 14/C4.1)
ACCESSIBLE PARKING SIGNAGE
SCALE: NOT TO SCALE
12
C5.1
FINISH GRADE
2" GALVANIZED
PERFORATED
SQUARE POST
8.5" DIA x 30" MINIMUM DEEP CONCRETE
FOOTING POURED AGAINST UNDISTURBED
EARTH, MINIMUM 3" CONCRETE COVER
AROUND POST
2.25" GALVANIZED PERFORATED
SQUARE POST BASE
4"-6"
5/16"X3/8" DRIVE RIVETS
18"
ACCESSIBLE PARKING SIGNAGE,
INCLUDING VAN ACCESSIBLE SIGNAGE
AND WHEELCHAIR USER ONLY SIGNAGE,
ATTACHED TO POST
(SEE SIGN DETAIL 14/C4.1)
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY
REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED
TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO
PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE AN AN AREA STABILIZED WITH
CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR
SEDIMENT BASIN.
4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA
THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO
DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM.
8" DEPTH OF
3"-6" CLEAN
ROCK
H
A
R
D
S
U
R
F
A
C
E
E
X
I
S
T
I
N
G
R
O
A
D
W
A
Y
5
0
'
M
I
N
I
M
U
M
RADIUS=20'-25'
SUBGRADE REINFORCEMENT
GEOTEXTILE, AS REQUIRED
1
2
'
M
I
N
2
0
'
M
A
X
W
I
D
T
H
CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
3
C5.1
SILT FENCE CROSS SECTION
SCALE: NOT TO SCALE
2
C5.1
INSTALLATION PROCEDURE
1. DRIVE 2"x2"x4' WOOD STAKES ALONG
LENGTH OF SILT FENCE, SPACING
BETWEEN STAKES TO MATCH
STITCHED LOOPS IN FABRIC
2. DIG 6"x6" TRENCH ALONG LENGTH OF
SILT FENCE ON UPHILL SIDE OF STAKES
3. PLACE FILTER FABRIC MATERIAL (36"
ROLL WIDTH) ONTO STAKES
4. BACKFILL AND COMPACT TRENCH
2"x2"
WOOD STAKE
FILTER FABRIC MATERIAL WITH
FACTORY-STITCHED LOOPS,
6" BURY
COMPACTED
TRENCH BACKFILL
GROUND
SURFACE
6"
12
"6
"3
0"
FLO
W
20'
PARKING SPACE STRIPING
SCALE: NOT TO SCALE
11
C5.1
+ 5' 0"
PAVEMENT
FINISH
GRADE
AT FACE
OF CURB
18
"
12"
NOTE:
* A VERTICAL CLEARANCE OF 7'-0" MINIMUM
SHALL BE MAINTAINED BETWEEN THE
BOTTOM OF THE LOWER SIGN AND THE
GROUND LINE FOR POST-MOUNTED SIGNS.
SIGN NO. R7-8P "VAN ACCESSIBLE" (18"x9")
PER OTC STDS. AT SPACES NOTED AS VAN
ACCESSIBLE
SIGN NO. OR-78C "WHEELCHAIR USER ONLY"
(18"x9") PER OTC STDS. SHALL ONLY BE USED
WITH DISABLED PERSON PARKING SIGN (R7-8)
AND THE VAN ACCESSIBLE SIGN (R7-8P) TO
DESIGNATE THE WHEELCHAIR USER ONLY
SPACES AS DEFINED IN ORS 447.233.
SIGN NO. R7-8 (12"x18")
PER OTC STDS.
9"
3/8"X3/8" DRIVE RIVETS FOR SIGN
ATTACHMENT
36° (TYP.)
FACE OF CURB
9'
TYPICAL
2'
TYP.
WHITE 4"
SOLID WHITE
STRIPES (TYP.)
9'
ACCESSIBLE
9'
ACCESS
AISLE
9'
6" SOLID
WHITE LETTERS
"NO PARKING"
36"
41"
PAVEMENT MARKING
PER OREGON TRANSPORTATION
COMMISSION FIGURE 6
PAVEMENT MARKING BACKGROUND:
BLUE, RETROREFLECTIVE
PAVEMENT MARKING STENCIL:
WHITE, RETROREFLECTIVE
2' 2'
SIGN
LOCATION
2' 2'
SIGN
LOCATION
NO PARKING
PARALLEL CURB RAMP
SCALE: NOT TO SCALE
10
C5.1
PAVEMENT
GRADE
PCC
SIDEWALK
RAMP
RAMP
LANDING
SIDEWALK
SIDEWALK
12" CONCRETE
CURB
GRADE BREAK
(TYP.)
LANDING WIDTH
(SEE PLAN)
RAMP WIDTH
(SEE PLAN)
RAMP WIDTH
(SEE PLAN)
(ISOMETRIC)
NOTES
1. RAMPS SHALL HAVE A RISE LESS THAN OR EQUAL TO 6 INCHES OR
A RUN LESS THAN OR EQUAL TO 72 INCHES
2. RAMPS SHALL BE CONSTRUCTED WITH RUNNING SLOPE LESS
THAN 8.3% AND CROSS SLOPE LESS THAN 2.0%
3. LANDINGS SHALL BE CONSTRUCTED WITH NO MORE THAN 2.0%
SLOPE IN ANY DIRECTION
2
.0
%
M
A
X
8
.
3
%
M
A
X
2
.0
%
M
A
X
8
.
3
%
M
A
X
NOTE
SEE GRADING PLAN AND
DETAIL GRADING PLAN FOR
DIMENSIONS AND SPOT
ELEVATIONS
CONCRETE CURB WITH
VARYING REVEAL ALONG
EDGE OF RAMP WHERE
SHOWN ON GRADING PLAN
12" CONCRETE
CURB
9"
18"
HEAVY DUTY (HD) PCC PAVEMENT
AGGREGATE BASE MATERIAL:
(4" NOM. COMP. THKN.)
PORTLAND CEMENT
CONCRETE PAVEMENT
(4" NOM. THKN.)
COMPACT UPPER 12" OF
SOIL SUBGRADE PER
SPECIFICATIONS
LIGHT DUTY (LH) PCC PAVEMENT
C5.1
DETAILS
TEE OR VALVEBEND
NOTES:
TEES:
LB = MIN. LENGTH TO BE RESTRAINED ALONG BRANCH PIPE. (RESTRAIN ALL JOINTS WITHIN THIS AREA)
LR = MIN. LENGTH ALONG RUN OF A TEE THAT CAN HAVE NO JOINTS OTHER THAN THE JOINT AT THE TEE
(JOINTS AT THE TEE MUST BE RESTRAINED)
CROSSES:
ALL JOINTS IMMEDIATELY AT THE CROSS SHALL BE RESTRAINED. NO OTHER RESTRAINT IS NEEDED,
UNLESS ANY LEG OF THE CROSS IS CAPPED.
REDUCER
LR LR
LB
LB
LB
LB
VERTICAL (VER.) BEND
LB2
LB
LB
LB2
JOINT RESTRAINT TABLE - PIPE HORIZ. BENDS
FITTING LR
JOINT RESTRAINT TABLE - PIPE CAP
FITTING LR
DESIGN ASSUMPTIONS:
TEST PRESSURE : 150 BURY DEPTH : 3'
SOIL TYPE : GW SAFETY FACTOR : 2.0:1
TRENCH TYPE : 5 PIPE MATERIAL: PVC
CAPPED TEE
LR
LB
CAP
CAPPED CROSS
LR1 LR2
LB
CAP
WATER RESTRAINT JOINT DETAILS5
C5.1
13 FT 39 FT3" DEAD END3" 90° HORIZONTAL BEND
19 FT 60 FT6" DEAD END6" 90° HORIZONTAL BEND
JOINT RESTRAINT TABLE - PIPE REDUCER
FITTING LB
14 FT4"x3" REDUCER
HMAC PAVEMENT DETAIL
SCALE: NOT TO SCALE
7
C5.1
AGGREGATE BASE MATERIAL
(8" NOM. COMP. THKN.)
HOT-MIX ASPHALT CONCRETE
(4.0" NOM. COMP. THKN.)
COMPACT UPPER 12" OF SOIL
SUBGRADE PER SPECIFICATIONS
AGGREGATE BASE MATERIAL
(6" NOM. COMP. THKN.)
HOT-MIX ASPHALT CONCRETE
(3.0" NOM. COMP. THKN.)
COMPACT UPPER 12" OF SOIL
SUBGRADE PER SPECIFICATIONS
PORTLAND CEMENT
CONCRETE PAVEMENT
(4" NOM. THKN.)
LIGHT DUTY (LH) PAVEMENT
HEAVY DUTY (HD) PAVEMENT
ANCHORING HOLES
9"
72"
2-3/4"
4-1/2"
8"
TYP.
5-1/4"
BUMPER BLOCK:
OLDCASTLE No. M20W6BB
OR ENGINEER-APPROVED EQUAL
CONCRETE WHEEL STOP
SCALE: NOT TO SCALE
14
C5.1
ANCHORING PIN
No. 4 REBAR (
1
2
" DIA.)
18" MIN. LENGTH (TYP.)
"STOP" SIGN INSTALLATION
SCALE: NOT TO SCALE
13
C5.1
FINISH GRADE
2" GALVANIZED
PERFORATED
SQUARE POST
8.5" DIA x 30" MINIMUM DEEP
CONCRETE FOOTING POURED
AGAINST UNDISTURBED EARTH,
MINIMUM 3" CONCRETE COVER
AROUND POST
2.25" GALVANIZED PERFORATED
SQUARE POST BASE
4"-6"
5/16"X3/8" DRIVE RIVETS
18"
+ 6' 0"
PAVEMENT
FINISH
GRADE
AT FACE
OF CURB
"STOP" SIGN (30")
R3-1 PER MUTCD
ATTACHED TO POST
USING
1
4
" STAINLESS
STEEL BOLTS
PAVEMENT
AND AGG BASE
2 GRATES OF 2"
BARS RATED FOR
H-20 LOADING
SEAL PIPE PENETRATION
WITH NON-SHRINK GROUT
OUTLET PIPE
2'9"
3'4"
AGGREGATE BASE MATERIAL
(6" NOM. COMP. THKN.)
48" MIN
NOTES
1. CATCH BASIN SHALL HAVE MINIMUM
INTERIOR DIMENSIONS OF 24"x24"
RIM ELEV.
24
" M
IN
4" MIN
24
" M
IN
PRECAST DOUBLE-GRATE CATCH BASIN
SCALE: NOT TO SCALE
8
C5.1
24" MIN.
INNER DIM.
6"
INSTALL 90° DOWNTURNED
ELBOW FOR TRAP
PER OPSC 1101.10.2
6"
MIN
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
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
WW
WW
WW
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
WW
WW
W
W
W
W
W
W
W
W
W
W
W
WM
WM
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
U
G
P
EXISTING PLAYGROUND
10
2
2
1
11
1
3
11
7
2
4
8
4
6
2
9
12
12
7
7
7
15
15
13
7
5
5
5
5
5
19
19
20
10
14.07B.123
CECIL SLY ELEMENATARY
SCHOOL IMPROVEMNTS
CROOK COUNTY SCHOOL DISTRICT
Drawing Title:
Date : Drawn By :
Revised : Project No.
Stamp Sheet No.
of
BLRB ARCHITECTS, P.S.
SITE IMPROVEMENT BID SET
4-22-2016 BJH
& PLANNERS
SURVEYORS, ENGINEERS
HICKMAN, WILLIAMS & ASSOCIATES, INC62930 O.B. RILEY ROAD, SUITE 100
BEND, OREGON 97701PHONE: 541.389.9351 FAX: 541.388.5416
PREPARED BY
REMOVAL KEY NOTES
REMOVE EXISTING HMAC SURFACE AND AGGREGATE
BASE AS SHOWN (TYP.)
SAWCUT AND REMOVE EXISTING CONCRETE
SIDEWALK AS SHOWN
REMOVE EXISTING WALL
REMOVE EXISTING BUSHES
REMOVE EXISTING PARKING STOPS
REMOVE EXISTING BUILDING
REMOVE EXISTING FENCE
REMOVE EXISTING HVAC SYSTEM
REMOVE FLAG POLE
PRESERVE AND PROTECT CONCRETE WALK
RELOCATE FIRE HYDRANT
EXISTING RETAINING WALL TO REMAIN
EXISITING FENCE TO REMAIN
PRESERVE AND PROTECT WATER METER
EXISTING BOLLARD
REMOVE EXISTING OVERHEAD POWER SERVICE
REMOVE EXISTING TELEPHONE SERVICE
REMOVE EXISTING GAS SERVICE
PRESERVE AND PROTECT EXISTING MANHOLE
RELOCATE EXISTING LIGHT POLE
REMOVE EXISTING CATCH BASIN
2
3
GENERAL REMOVAL NOTES
MINIMUM SAWCUT REMOVAL SHOWN - ACTUAL SAWCUT LINE TO
FOLLOW EXISTING CONCRETE SCORE LINES (TYPICAL FOR ALL
CONCRETE REMOVAL)
4
5
6
7
8
9
10
11
EXISTING CONDITIONS &
REMOVAL PLAN - WEST
C1.3
0 5 10 20 30 40 60
SCALE: 1" = 20'
3620
CO
WM
LEGEND
ASSESSOR'S TAX LOT LINE (APPROX. LOCATION)
CURB LINE
OVERHEAD POWER
UNDERGROUND POWER
UNDERGROUND TELEPHONE LINE
UNDERGROUND WATER LINE
UNDERGROUND GAS LINE
FENCE
TELEPHONE RISER
CATCH BASIN
IRRIGATION VALVE
FIRE HYDRANT
WATER VALVE
WATER METER
UTILITY POLE WITH LIGHT
GUY POLE / ANCHOR
UTILITY POLE
ELECTRIC TRANSFORMER & CONC. PAD
SEWER MANHOLE
SEWER CLEANOUT
ROAD SIGN
BOLLARD
EXISTING CONTOUR LINE, 5' INTERVAL
EXISTING CONTOUR LINE, 1' INTERVAL
EXISTING BUILDING
EXISTING BUSHES
EXISTING HMAC PAVEMENT
EXISTING HMAC PAVEMENT TO BE REMOVED
EXISTING CONCRETE
EXISTING CONCRETE TO BE REMOVED
3621
12
1
13
14
15
16
17
18
19
20
21