ugp ugp ugp - crook county school...

WW

W

W

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

W

W

W

W

W

UGP

UG

P

UGP

UG

P

U

G

P

WM

WM

WM

U

G

P

U

G

P

U

G

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 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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




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


CURB LINE

OVERHEAD POWER

UNDERGROUND POWER




FENCE

TELEPHONE RISER

CATCH BASIN

IRRIGATION VALVE

FIRE HYDRANT

WATER VALVE

WATER METER


GUY POLE / ANCHOR

UTILITY POLE


SEWER MANHOLE

SEWER CLEANOUT

ROAD SIGN

BOLLARD



EXISTING BUILDING

EXISTING BUSHES


EXISTING HMAC PAVEMENT TO BE REMOVED

EXISTING CONCRETE

EXISTING CONCRETE TO BE REMOVED

3621

6

7

8

9

W

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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




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

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

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

SE 2ND STREET

0+00

14.07B.123


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




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


(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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




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


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

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

WM

WM

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

P

U

G

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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




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:


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


TOP OF CURB

FINISH GRADE

EXISTING GRADE


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


PROVIDE 4" WIDTH WHITE PARKING STRIPING


PROVIDE ACCESSIBLE PARKING STRIPING


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

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

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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




PREPARED BY

2821

GRADING LEGEND

NOTE:


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


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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




PREPARED BY

2821

GRADING LEGEND

NOTE:


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


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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




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


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:


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


HOT-MIX ASPHALT CONCRETE

(4.0" NOM. COMP. THKN.)

COMPACT UPPER 12" OF SOIL

SUBGRADE PER SPECIFICATIONS



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"



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


SCHOOL IMPROVEMNTS


Drawing Title:

Date : Drawn By :


Stamp Sheet No.

of



4-22-2016 BJH

& PLANNERS




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


CURB LINE

OVERHEAD POWER

UNDERGROUND POWER




FENCE

TELEPHONE RISER

CATCH BASIN

IRRIGATION VALVE

FIRE HYDRANT

WATER VALVE

WATER METER


GUY POLE / ANCHOR

UTILITY POLE


SEWER MANHOLE

SEWER CLEANOUT

ROAD SIGN

BOLLARD



EXISTING BUILDING

EXISTING BUSHES


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

ugp ugp ugp - crook county school...

Documents