Orangefield-Civil.pdf

REMOVE CURB AND GUTTER

HYDRANT VALVE

EXISTING

EXISTING WATERMAIN

GRADE. CONTRACTOR TO FIELD VERIFY.

BUFFER TANK. INV ELEV 6' BELOW

EXISTING SANITARY SEWER

DRAINAGE SWALE

CENTERLINE

REMOVED (BY OTHERS)

PLAYGROUND EQUIPMENT

TO REMAIN

SCHOOL SIGN

4' FENCE

EXISTING

REMOVE CHAINLINK FENCING

(BY OTHERS)

FENCING REMOVED

E= 3591497.74

N= 13974333.46

EXISTING HYDRANT

VERIFY.

SANITARY SEWER. FIELD

APPROXIMATE LOCATION OF

GAS LINE

EXISTING NATURAL

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EQUIPMENT

PLAYGROUND

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60'0 30'

AND DEMOLITION PLAN

EXISTING CONDITIONS

REMOVALS

ORANGEFIELD RD (FM105)

ORANGEFIELD ELEMENTARY SCHOOL

EXISTING WATERMAIN

CHAINLINK FENCE

EXISTING 3.5' TALL

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TO WHAT IS SHOWN.

4. FOR CURB REMOVALS, END AT NEAREST JOINT

INSTALLATION REQUIREMENTS.

3. SEE SHEET E-101, 102, 501, 502 FOR ELECTRIC

2. SEE SHEET CU101 FOR UTILITY LAYOUT.

1. SEE SHEETS C-501, C-502 AND C-503 FOR CIVIL DETAILS.

GAS LINE

EXISTING NATURAL

AS SHOWN ON C-501.

BASE AND GEOTEXTILE

PLACE AGGREGATE

REMOVE TOPSOIL.

BREAKLINE

HIGH POINT

E=3591452.4528

N=13974335.9945

E=3591547.6746

N=13974388.2056

AS SHOWN ON C-501.

BASE AND GEOTEXTILE

PLACE AGGREGATE

REMOVE TOPSOIL.

BASE TO WALL

PLACE AGGREGATE

EDGE

BASE TO PAVEMENT

PLACE AGGREGATE

E=3591342.8527

N=13974359.4157

E=3591530.5126

N=13974561.7269

E=3591404.2963

N=13974465.4153 E=3591524.2585

N=13974468.4281

TO ROADSIDE DITCH AS SHOWN.

SWALE SHALL BE GRADED TO DRAIN

OF AGGREGATE BASE SURFACE.

SWALE TO THE NORTH AND WEST

RELOCATE EXISTING DRAINAGE

E=3591342.8527

N=13974521.0118

E=3591377.8553

N=13974557.8930

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GRADING PLAN

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AGGREGATE BASE AND GEOTEXTILE

X%

GROUND SLOPE AND DIRECTION

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ORANGEFIELD ELEMENTARY SCHOOL

ORANGEFIELD RD (FM105)

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CENTRAL ZONE, US FOOT

NAD83 TEXAS STATE PLANE, SOUTH

7. HORIZONTAL COORDINATE SYSTEM:

6. GRADE SITE TO DRAIN AS SHOWN.

EXISTING SWALE GEOMETRY.

5. REALIGNED DRAINAGE SWALE SHALL MATCH

(AS SPECIFIED AND SHOWN ON C-501).

4. PLACE GEOTEXTILE WITH AGGREGATE BASE

INSTALLATION REQUIREMENTS.

3. SEE SHEET E-101, 102, 501, 502 FOR ELECTRIC

2. SEE SHEET CU101 FOR UTILITY LAYOUT.

1. SEE SHEETS C-501, C-502 AND C-503 OR CIVIL DETAILS.

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WORK IS COMPLETE. SEE C-501.

TO PREVIOUS SECTION AFTER

PAVEMENT. RESTORE PAVEMENT

SAWCUT EXISTING CONCRETE

SERVICE CONNECTION

SERVICE CONNECTION

WORK IS COMPLETE. SEE C-501.

TO PREVIOUS SECTION AFTER

PAVEMENT. RESTORE PAVEMENT

SAWCUT EXISTING CONCRETE

SEE SPECIFICATIONS

WATERMAIN UNDER ROAD

DIRECTIONALLY BORE

CONNECTION (BY OTHERS)

2" METER AND CURB STOP

SERVICE @ 1%

4" SANITARY

APPROX 6' BELOW GRADE

TANK INVERT

BUFFER TANK

CONNECTION AT

SANITARY SEWER

(TYP)

SEE NOTE 11.

2-WAY CLEANOUT.

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CU101

UTILITY PLAN

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EXISTING HYDRANT

EXISTING SANITARY SEWER

UTILITY ROAD CROSSINGS

SANITARY CLEAN OUT

WATER

8" EXISTING DOMESTIC

ORANGEFIELD ELEMENTARY SCHOOL

ORANGEFIELD RD (FM105)

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WATER AND SANITARY SEWER LINES.

SUPPLY CORP FOR CONNECTION TO EXISTING

COORDINATE WITH ORANGEFIELD WATER

SUPPLY CORP. THE CONTRACTOR SHALL

AND INSTALLED BY ORANGEFIELD WATER

DOMESTIC WATER TAP AND METER PROVIDED

EXISTING, INCLUDING CONNECTION TO A NEW

WATERLINES AND SANITARY SEWERS TO

FOR THE MATERIAL AND INSTALLATION OF THE

5. THE CONTRACTOR SHALL BE RESPONSIBLE

CROSSINGS.

DEPTH, AND BURY DEPTH AT ROAD

4. SEE SHEET C-501 FOR BURY

UTILITY INSTALLATION DETAILS.

3. SEE SHEET E-501 AND E-502 FOR ELECTRIC

2. SEE SHEET C-101 FOR SITE LAYOUT.

SEWER SERVICE CONNECTIONS.

1. SEE SHEET C-502 AND C-503 FOR WATER AND

SEWER LOCATION (VAC SYSTEM)APPROXIMATE EXISTING SANITARY

SANITARY SERVICE

DOMESTIC WATER SERVICE

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8" SANITARY SEWER

UTILITIES.

BETWEEN 0.35% AND 0.5% TO AVOID EXISTING

10. 8" SANITARY SEWER SLOPE TO VARY

SEWER LINES.

SEPARATION IN UNDERGROUND WATER AND

9. MAINTAIN 8' HORIZONTAL, AND 18" VERTICAL

CLASSROOM, OFFICE, OR RESTROOM UNIT.

WHERE EACH SERVICE CONNECTS TO A

8. PROVIDE CONNECT/DISCONNECT VALVES

7. FOR UNIT UTILITY REQUIREMENTS, SEE C-502.

UTILITY LOCATES.

TEXAS811 PRIOR TO CONSTRUCTION FOR

CONSTRUCTION. CONTRACTOR SHALL CALL

UTILITIES PRIOR TO BEGINNING

AND IS RESPONSIBLE FOR VERIFYING ALL

EXISTING UTILITIES WITHIN THE PROJECT AREA

6. THE CONTRACTOR SHALL BE AWARE OF THE

AVOID EXISTING UTILITIES.

11. ADJUST 2-WAY CLEANOUT +/- 5' ALONG PIPE TO

EXISTING NATURAL GAS LINE

RESTROOM UNIT

ACCESS RAMP (TYP)

CLASSROOM UNIT (TYP)

ELEVATED WALKWAY (TYP)

OFFICE UNIT

CONNECT TO EXISTING FENCE

SEE C-502.

ADA CURB RAMP2

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SEE CG101 FOR LIMITS

AGGREGATE BASE EXTENTS,

ROAD EXTENTS

FIRE DEPT ACCESS

LINK FENCING

4' TALL CHAIN-

LINK FENCING

4' TALL CHAIN-

FENCE HEIGHT

MATCH EXISTING

ACCESS GATE.

CLASSROOM UNITS

WORK BOUNDARY FOR

AND EXISTING NATURAL GAS LINE

CLEARANCE BETWEEN NEW BUILDINGS

MAINTAIN A MINIMUM OF 10' HORIZONTAL

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60'0 30'

SITE NOTES

ACCESSIBLE RAMP

STAND-ALONE CANOPY

FRONT OF UNIT

STAIRWAY

ELEVATED WALKWAY WITH CANOPY

PLANE, SOUTH CENTRAL ZONE, US FOOT

COORDINATE SYSTEM: NAD83 TEXAS STATE

ORANGEFIELD ELEMENTARY SCHOOL

ORANGEFIELD RD (FM105)

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ROOM UNIT PLACEMENT

BOUNDARIES FOR CLASS

AGGREGATE BASE PLACED.

ACCESS TO 3 SIDES OF THE SITE ON THE

CONCEPTUAL, AND ARE INTENDED TO SHOW

9. FIRE DEPT ACCESS ROAD EXTENTS ARE

ACCESS ON THREE SIDES OF THE SITE.

8. UNITS TO BE ARRANGED TO ALLOW FIRE DEPT

ACCEPTABLE.

MEET CONTRACT REQUIREMENTS ARE

CONCEPTUAL, ALTERNATIVE DESIGNS THAT

7. CLASSROOM UNIT/WALKWAY LAYOUT IS

FROM ROADWAYS SHALL BE MET.

6. ALL LOCAL REQUIREMENTS FOR SETBACKS

CLASSROOM DOORS.

NECESSARY TO ALLOW ACCESS TO

5. WALKWAYS TO ONLY EXTEND AS FAR AS

CANOPY, SEE C-506 FOR DETAILS.

4. ALL WALKWAYS AND RAMPS WILL HAVE A

INSTALLATION REQUIREMENTS.

3. SEE SHEET E-101, 102, 501, 502 FOR ELECTRIC

2. SEE SHEET CU101 FOR UTILITY LAYOUT.

FOR CIVIL DETAILS.

1. SEE SHEETS C-501, C-502 AND C-503

4' MAX

SANITARY OUTLET

CLEAN OUT

" PER FOOT MIN.)4

2% SLOPE

SEWER CONNECTION

GRADE

OUTLET

SANITARY

4" ELBOW

CLEAN-OUT ADAPTER

4" PLUG AND

4" WYE

CLEAN-OUT ADAPTER

4" PLUG AND

UNIT SKIRTING

SKIRTING

TO BE PLACED WITHIN 1' OF THE

WITH THREADED PLUG (DOUBLE)

4" CLEAN-OUT WYE

PIPE & RISER

4" SERVICE

ELBOW

SEWER STRAP

SANITARY OUTLET

LINE FROM DEBRIS AND DAMAGE.

PROTECT TOP OF SANITARY

SITE PREP CONTRACTOR TO

(SEE NOTE 2)

GRANULAR FILL BACKFILL

GRADE

ELBOW

(SEE NOTE 1)

GRANULAR FILL BACKFILL

WITH THREADED PLUG

CLEAN-OUT WYE

PIPE & RISER

SERVICE

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PIPE CROWN

FLOW

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SCALE: NONE

DETAIL

BACKFILL WITH GRANULAR MATERIAL

GENERAL NOTES THIS SHEET

EASILY ACCESSED.

2. CLEANOUT SHALL BE PLACED SO THAT IT CAN BE

MAY BE UTILIZED.

SHOWN ABOVE, ALTERNATE CLEAN-OUT METHODS

POSITION CANNOT BE PLACED IN THE LINE AS

1. IF A 4" CLEAN-OUT WYE IN THE STANDING

PVC TO D.I. PIPE ADAPTER

MANUFACTURED HOME

MANUFACTURED HOME

4" MAX

18" MIN

N.T.S.

DETAIL

SEWER LINE CONNECTION

SCALE:

ALTERNATIVE CLEAN-OUT METHOD

ALTERNATIVE CLEAN-OUT METHOD

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4" MAX

N.T.S.

DETAIL

SEWER LINE CLEANOUT FOR BURIED PIPE

SCALE:

EASILY ACCESSED.

2. CLEANOUT SHALL BE PLACED SO THAT IT CAN BE

SPECIFICATIONS.

BELOW SEWER LINE. SEE

1. COMPACTED GRANULAR FILL 6" ABOVE AND 6"

NOTES:

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®of Engineers

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US Army Corps

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