Attachment_F_Drawings_7-18-18.pdf

PAVILION

STORAGE SHED

(TO STAY

IN-PLACE)

ANCHOR

SHAPE TO DRAIN

FOR 103 FT. SEE

DRAINAGE VERTICAL

PROFILE ON SHEET 4

OF 4. COVERED IN

OPTIONAL PAY ITEM

20409.

EDGE OF EXISTING ROAD

GOVERNMENT SHALL

REMOVE TREES IN ITS

ENTIRETY BY ROOTWAD

BEGIN SHAPING AND

SLOPING TO DRAIN AT

NORTHING: 101364.93

EASTING: 68319.13

CONTRACTOR SHALL STRIPE

TO BLOCK CAR PARKING AISLES

ACCESS FOR NEW BUILDING

ENTRANCE SIDEWALK

(COVERED IN OPTIONAL

PAY ITEM 63404)

31.43'

20.42'

INSTALL 11'X10"Ø TUBING

BENEATH SIDEWALK

NEW PROPOSED MULTI-

USE BUILDING

PROPOSED 100' OF NEW

TRAIL CONSTRUCTION

PROPOSED 24' OF NEW

TRAIL CONSTRUCTION

NEW 4"Ø PROPOSED WASTE SERVICE

LINE TIE-END TO MAIN LINE POINT (SEE

POINT NO. 1211.... ELEVATION SHOWN IN

TABLE IS TO TOP OF PIPE)

INSTALL 70' - 80' OF NEW

4"Ø WASTE SERVICE LINE

IN ACCORDANCE TO SECTION

706 OF THE IPC

WATER SERVICE AND

SEWER SEPARATION

SHALL CONFORM TO

IPC SECTION 603.02.

COVERED IN PAY ITEM

22110(B)

REFER TO SHEET C-501

DRAWING ATTACHMENT E

SHEET 6 OF 28 FOR SIDEWALK DETAIL

SIDEWALK 1

SIDEWALK 1 & 2

INTERSECTION

47.7°'

SEE SHEET C-101

FOR SILT FENCING

INSTALL 15'X10"Ø TUBING

BENEATH SIDEWALK

SIDEWALK 2

NEW DOMESTIC

WATERLINE - 2”

SDR11 HDPE (HIGH

DENSITY POLYETHYLEN

PE 3408). COVERED IN

PAY ITEM 22110(A)

EXISTING 2" PVC

WATERLINE

NEW PROPOSED 2"

HDPE WATERLINE

AND PVC TIE END

POINT. APPROX. 4'

DEPTH FROM

EXISTING GROUND..

INSTALL TWO 2"

HDPE POLY-WATER

BALL VALVE

FURNISH AND INSTALL

NEW OVERHEAD LINE

FROM POINT 1207 - 1210

APPROX. 340 L.F.

(SEE DRAWING E-100

SHEET 22 OF 28)

DEMO EXISTING OVERHEAD LINE.

SEE ATTACHMENT E DRAWINGS

SHEET 21 OF 28. COVERED IN PAY

ITEM 10350(C)

FURNISH AND INSTALL

NEW OVERHEAD LINE

FROM POINT 1207 - 1210,

APPROX. 340 L.F. SEE

ATTACHMENT E DRAWINGS

DETAIL E-100 SHEET 22 OF 28.

COVERED IN PAY ITEM 10350(C)

DEMO EXISTING OVERHEAD LINE.

SEE ATTACHMENT E DRAWINGS

SHEET 21 OF 28. COVERED IN PAY

ITEM 10350(C)

DUE TO NEW BLD LOCATION

CONTRACTOR SHALL RE-ROUTE

APPROX. 150 L.F. OF EXISTING

2" HDPE SDR11 (ELECTRIC OR

HEAT-BUTT FUSION). COVERED

IN OPTIONAL PAY ITEM 22110(E)

INSTALL NEW 40 FT. CLASS 3

TREATED UTILITY GRADE WOOD

POLE. REFER TO ATTACHMENT E

DRAWING DETAIL E-100 SHEET

22 OF 28. COVERED IN PAY ITEM

10350(C)

CLASS 1 RIPRAP

AT INLET

CLASS 1 RIPRAP

AND GEOTEXTILE

COVERED IN

OPTIONAL PAY

ITEM 25102, TYP

Sheet Title

G-000

SHEET

PROPOSED SITE

PLAN

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SS

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TCP

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DW

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VALVE

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VALVE

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FOC

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UG TELE

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UG TELE

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FOC

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SAN

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UG ELECT

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LEGEND COMMON TO ALL SHEETS

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DETAIL

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SEE DETAIL

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SHEET NUMBER

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CONTROL POINT

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FIBER OPTIC COMMUNICATION

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LIGHT POLE

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POTABLE WATERLINE

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OVERHEAD ELECTRICAL

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SEWER

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SURVERY COORDINATES BASED ON PROJECT NORTH

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SCALE IN FEET

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PAVILION

BEGIN SHAPING AND

SLOPING TO DRAIN AT

NORTHING: 101364.93

EASTING: 68319.13

CONTRACTOR SHALL STRIPE

TO BLOCK CAR PARKING AISLES

ACCESS FOR NEW BUILDING

ENTRANCE SIDEWALK

(COVERED IN OPTIONAL

PAY ITEM 63404)

31.43'

20.42'

INSTALL 11'X10"Ø TUBING

BENEATH SIDEWALK

PROPOSED 100' OF NEW

TRAIL CONSTRUCTION

PROPOSED 24' OF NEW

TRAIL CONSTRUCTION

REFER TO SHEET C-501

DRAWING ATTACHMENT E

SHEET 6 OF 28 FOR SIDEWALK DETAIL

SIDEWALK 1

SIDEWALK 1 & 2

INTERSECTION

47.7°'

SEE SHEET C-101

FOR SILT FENCING

INSTALL 15'X10"Ø TUBING

BENEATH SIDEWALK

SIDEWALK 2

EXISTING 2" PVC

WATERLINE

DEMO EXISTING OVERHEAD LINE.

SEE ATTACHMENT E DRAWINGS

SHEET 21 OF 28. COVERED IN PAY

ITEM 10350(C)

CLASS 1 RIPRAP

AT INLET

CLASS 1 RIPRAP

AND GEOTEXTILE

COVERED IN

OPTIONAL PAY

ITEM 25102, TYP

EXISTING GRADE (EG)

FINISHED GRADE (FG)

CONTRACTOR SHALL ADJUST

FINAL SIDEWALK ELEVATION

TO BUILDING FINISH GRADE

ELEVATION

C-000

SIDEWALK

PROFILE

GENERAL NOTES:

1. REFER TO SHEETS C-001, C-101, C-102, AND

C-501 FOR SIDEWALK EROSION CONTROL

MEASURES REQUIREMENTS AND SIDEWALK

DETAILS.

SIDEWALKS SITE PLAN

PLANVIEW

SIDEWALK 1 VERTICAL PROFILE

PROFILE VIEW

SIDEWALK 2 VERTICAL PROFILE

PROFILE VIEW

SIDEWALK 2 DRAINAGE PIPE NOTES:

1. SIDEWALK 2 HDPE CULVERT SHALL BE 11 F.T.

LENGTH X 10"Ø. INLET INVERT SHALL BE 382.07'

AND OUTLET INVERT SHALL BE 381.80'

2. CONTRACTOR SHALL DAYLIGHT INLET AND

OUTLET COVERED IN OPTIONAL PAY ITEM

20409.

SIDEWALK 2 DRAINAGE PIPE COORDINATES NOTES:

SIDEWALK 2 CULVERT INLET

NORTHING: 101373.52

EASTING: 68383.17

SIDEWALK 2 CULVERT OUTLET

NORTHING: 101369.67

EASTING: 68376.15

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VALVE

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VALVE

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FOC

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DRAWN BY:

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SURVERY COORDINATES BASED ON PROJECT NORTH

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NOTES:

ZONE 1: A) WATER ABOVE NPWL MUST BE SEPARATED BY AT LEAST 18 INCHES.

AND B) ONE FULL, UNCUT LENGTH OF WATER PIPE MUST BE CENTERED OVER

THE CROSSING SO THAT THE JOINTS ARE AS FAR AS POSSIBLE

FROM THE NPWL.

ZONE 2: A) WATERLINE ABOVE NPWL, LESS THAN 18 INCHES - ONE FULL, UNCUT

LENGTH OF WATER PIPE MUST BE CENTERED OVER THE CROSSING

SO THAT THE JOINTS ARE AS FAR AS POSSIBLE FROM THE NPWL.

WATER SERVICE PIPE SHALL BE SLEEVED TO AT LEAST 10'

HORIZONTALLY FROM THE SEWER PIPE CENTER-LINE ON BOTH

SIDES OF SUCH CROSSING WITH PIPE MATERIALS LISTED IN IPC

TABLE 702.3.

OR B) EITHER THE NPWL OR WATER MAIN OR BOTH MUST BE ENCASED IN

AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL FOR A

HORIZONTAL DISTANCE OF 10 FEET ON BOTH SIDES OF THE

CROSSING.

ZONE 3: WATERLINE BELOW NPWL, SHALL NOT BE LESS THAN 18 INCHES - SAME

REQUIREMENTS AS ZONE 2 EXCEPT THE NPWL MUST ALSO BE

SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. MATERIAL

SHALL CONFORM TO IPC 603.2 AND TABLE 702.3 IN THE INTERNATIONAL

PLUMBING CODE (IPC). CONTRACTOR SHALL SUBMIT MATERIAL AND

STANDARD TO COR FOR APPROVAL PRIOR TO PURCHASING AND

INSTALLATION.

ZONE 4: WATERLINE ABOVE NPWL, MORE THAN 18 INCEHS SAME REQUIREMENTS

AS ZONE 1 EXCEPT THE NPWL MUST ALSO BE SUPPORTED ABOVE THE

CROSSING TO PREVENT SETTLING.

6 FT.

10 FT.

ZONE 2 ZONE 3

WATERLINE

ZONE 1

NON-POTABLE

WATERLINE (NPWL)

WATERLINE

18"

ZONE 2

18"

ZONE 3

ZONE 4

BEDDING MATERIAL PER SPEC

SECTION 312000 SUBSECTION 2.1(G)

ABOVE PIPE-ZONE MATERIAL

PER SPEC SECTION 312000

SUBSECTION 3.12 E.

SEE NOTE 1, TYP

FINISH GRADE

6" WIDE

DETECTABLE

MARKING TAPE

SEE GENERAL NOTES

PIPE-ZONE MATERIAL PER SPEC SECTION 312000

SUBSECTION 2.1 D. MATERIAL SHALL

BE WELL GRADED COMPACTABLE MATERIAL FREE

OF EXCESS MOISTURE, MUCK, FROZEN LUMPS,

ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL.

EXCAVATED TRENCH MATERIAL MAY BE USED AS

PIPE-ZONE MATERIAL BUT SHALL MEET

SPECIFICATION OF SATISFACTORY SOILS AND PASS

COMPACTION TESTING

P-001

SEPARATION OF

WATER SERVICE

AND SEWER

HORIZONTAL SEPARATION REQUIREMENTS VERTICAL SEPARATION REQUIREMENTS

GENERAL NOTES:

1. EXCAVATION FOR UTILITY TRENCHES SHALL CONFORM TO SPECIFICATION SECTION

312000 - EARTH MOVING SUBSECTION 3.7. COVERED IN PAY ITEM 20410(A).

2. UTILITY TRENCH BACKFILL SHALL CONFORM TO SPECIFICATION SECTION 312000 -

EARTH MOVING SUBSECTION 3.12. COVERED IN PAY ITEM 20803(A).

3. UTILITY TRENCH BACKFILL PIPE ZONE MATERIAL SHALL CONFORM TO

SPECIFICATION SECTION 312000 - EARTH MOVING SUBSECTION 2.1 D AND 3.12 D.

4. SUBMITTALS SHALL CONFORM TO SECTION 312000 SUBSECTION 1.4.

5. BEDDING MATERIAL MAX PARTICLE SIZE SHALL BE:1/2 INCH OR HALF THE

CORRUGATION DEPTH, WHICHEVER IS SMALLER. COVERED IN PAY ITEM 70402(A).

6. ALL WARNING AND DETECTABLE TAPES SHALL CONFORM TO SPECIFICATION

SECTION 312000 SUBSECTION 2.3 A & B.

7. ALL WARNING AND DETECTABLE TAPES SHALL CONFORM TO SPECIFICATION

SECTION 312000 SUBSECTION 3.7.

8. TRENCH BACKFILL TESTING SHALL CONFORM TO SPECIFICATION SECTION 312000 -

EARTH MOVING SUBSECTION 3.17 E.

9. CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF SPECIFICATION

SECTION 221100 FOR ALL EXTERIOR WATERLINE HYDROSTATIC TESTING

(PRESSURE & LEAKAGE) AND CLEANING AND DISINFECTION OF NEWLY INSTALLED

SERVICE LINE. TESTING IS COVERED IN PAY ITEM 15401.

10. SEWER SERVICE LINE TESTING SHALL BE ACCOMPLISHED THROUGH THE

COMBINATION OF VISUAL INSPECTIONS, DEFLECTION TESTS, LOW-PRESSURE AIR

TESTS, AND LEAKAGE TESTS METHODS. ACCEPTANCE TESTS SHALL ONLY BE

PERFORMED AFTER ALL WORK ADJACENT TO AND OVER THE PIPELINE HAS BEEN

COMPLETED. ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE COR.

SEWER LINE TESTING ARE COVERED IN AY ITEM 15401.

11. CONTRACTOR SHALL CONDUCT THE SEWER LINE ACCEPTANCE TEST USING

LOW-PRESSURE AIR TESTING. FOR PVC PIPELINES, TESTING SHALL BE IN

ACCORDANCE WITH ASTM F1417-98 AND UBPPA UNI-B-6. THE CONTRACTOR SHALL

FURNISH ALL LABOR, EQUIPMENT, AND ANY APPURTENANT ITEMS NECESSARY TO

SATISFACTORILY PERFORM THE VACUUM TEST.

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WATER LINE

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NON-POTABLE WATER LINE

AutoCAD SHX Text NOTE: SANITARY SEWER FORCE MAINS MUST HAVE MIN. 10' HORIZONTAL SEPARATION AND 18" VERTICAL SEPARATION AT INTERSECTIONS. ZONE 2 AND ZONE 3 PLACEMENTS ARE NOT ALLOWED.

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NOTES:

AutoCAD SHX Text ZONE 1: A) WATER AND NPWL SEPARATED 10' OR MORE - NO SPECIAL REQUIREMENTS ZONE 2: A) WATER AND NPWL SEPARATED BY AT LEAST 6 FEET AT OUTSIDE WALLS. AND B) WATER AT LEAST 18 INCHES HIGHER IN ELEVATION THAN THE NPWL. AND EITHER C) NPWL CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS. OR D) NPWL ENCASED IN AT LEAST 4 INCHES OF CONCRETE MEASURED AT THE BELL. OR E) SITE SPECIFIC REQUIREMENTS APPROVED BY DEQ. ZONE 3: WATER AND NPWL SEPARATED LESS THAN 6' - NOT ALLOWED.

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ZONE 1

AutoCAD SHX Text TRENCHING NOTES: 1. WALLS SHALL BE VERTICAL FOR WALLS SHALL BE VERTICAL FOR TRENCHES LESS THAN 4'-0" DEEP AT CENTERLINE. FOR DEPTHS GREATER THAN 4'-0", THE WALLS SHALL BE LAID BACK TO MEET APPLICABLE OSHA EXCAVATION SAFETY STANDARDS. 2. A MINIMUM OF 4" OF IMPORTED BEDDING A MINIMUM OF 4" OF IMPORTED BEDDING SHALL BE USED. 3. REQUIRED DEPTH OF PIPE ZONE REQUIRED DEPTH OF PIPE ZONE MATERIAL OVER TOP OF PIPE SHALL BE 12". 4. IN AREAS WHERE TRENCH RESURFACING IN AREAS WHERE TRENCH RESURFACING IS REQUIRED, THIS INDICATES MAXIMUM PAY WIDTH ALLOWED. 5. UTILITY LINES SHALL BE BURIED THE UTILITY LINES SHALL BE BURIED THE FOLLOWING MINIMUM DEPTH BELOW FINISH GRADE (UNLESS OTHERWISE NOTED). 5.1. WATERLINE - 48 INCHES WATERLINE - 48 INCHES 5.2. SEWERLINES - 36 INCHES SEWERLINES - 36 INCHES 5.3. ALL OTHERS - 30 INCHES ALL OTHERS - 30 INCHES 6. WRAP ALL BURIED, NON-METALLIC PIPE WRAP ALL BURIED, NON-METALLIC PIPE WITH TRACER WIRE. WHERE POSSIBLE, ATTACH TRACER WIRE TO OBJECTS OR STRUCTURES ABOVE GRADE (REFER TO GENERAL NOTES NO. 6).

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BUTT-HEAT OR ELECTRIC

FUSION JOINT, TYP.

HDPE PIPE

4" DEEP GRAVEL

UNDER VALVE &

PIPE

2" POLY-WATER BALL

VALVE (SDR-11)

CONTRACTOR SHALL DISCONNECT MAIN WATERLINE

AND INSTALL 2"X2"X2" TRANSITION TEE. TEE TYPE

AND PRESSURE RATING SHALL BE SUBMITTED TO

COR FOR APPROVAL

2"Ø PVC SCH. 80 OR APPROVED

(SHALL BE SUBMITTED TO COR FOR

APPROVAL OF TYPE AND PRESSURE

RATING)

PVC/HDPE TRANSITION FITTING FROM

2" PVC SCH 80 TO 2"Ø HDPE SDR 11

PER ASTM D-2513-96a AND

MANUFACTURE RECOMMENDATIONS.

2" HDPE WATERLINE

INSTALL 2" POLY-WATER BALL VALVE

EXISTING MAIN

WATERLINE

STATIONING 0+00.00

INSTALL 2" POLY-

WATER BALL VALVE

PROPOSED 2" HDPE PIPE

TRANSITION TO 2" HDPE

PIPE

WATER

A - EXTENSION

RANGE

C - LENGTH

BOTTOM

B - LENGTH

TOP

UNDISTURBED

MATERIAL

CATCH POINT

1V: 2.5H BACKSLOPE

OR FLATTER, TYP

SEE DRAINAGE VERTICAL

PROFILE FOR ELEV.

SIDEWALK 1 FINISHED

GROUND

10"Ø X 15' HDPE SOLID PLAIN

END DUAL-WALL HDPE CULVERT

WITH SMOOTH INTERIOR.

COVERED IN PAY ITEM 60201(B).

EXISTING GROUND

FINISH GROUND

DRAINAGE EXCAVATION AND SHAPING

COVERED IN OPTIONAL PAY ITEM 20409

P-002

EXTERIOR

WATER-LINE

DETAILS

WATER VALVE DETAIL (NTS) 2" POTABLE DOMESTIC WATER CONNECTION TO MAIN DOMESTIC WATERLINE DETAIL

(NTS)

PENTAGON KEY (NTS)

VALVE OPERATING WRENCH (NTS)

GENERAL NOTES:

1. CONTRACTOR SHALL INCLUDE ALL FURNISHINGS, LABOR, AND

INSTALLATIONS OF ALL FITTINGS, VALVE CURB STOPS, VALVES CURB STOP

BOXES, LIDS, CURB BOX BASE, PROVIDING ONE SHUT OFF ROD,

CONNECTION ITEMS, MARKING TAPE, TRACER WIRE, TRANSITION FITTINGS,

PIPE THREAD SEAL, AND ALL OTHER APPURTENANCES TO CREATE A FULLY

FUNCTIONING SYSTEMS AT THIS SITE. CONTRACTOR SHALL ALSO SUBMIT

PRODUCT DATA FOR THE FOLLOWING ABOVE. ALL FITTINGS AND PIPES

SHALL BE NEW AND UNUSED, OF THE TYPE, PRESSURE RATING OR CLASS,

AND SIZE SPECIFIED AND AS SHOWN ON THE DRAWINGS. MOLDED HDPE

FITTINGS SHALL BE PER ASTM D 3350, PE 3408 RESIN, BUTT-FUSION TYPE,

MADE TO MATCH HDPE PIPE DIMENSIONS AND CLASS. TRANSITION FITTINGS

TO NON-HDPE PIPE SHALL BE APPROVED BY HDPE PIPE MANUFACTURER

2. CONTRACTOR SHALL INCLUDE ALL FURNISHINGS, LABOR, INSTALLATION,

HYDROSTATIC TESTING, CLEANING AND DISINFECTION OF SDR-11 HDPE

PIPING SYSTEM. CONTRACTOR SHALL PROVIDE AND INSTALL 2" HDPE

SDR-11 WATER TUBING PIPING. ALL JOINT METHOD SHALL BE BUTT FUSION

METHOD RECOMMENDED BY THE PIPE MANUFACTURE'S

RECOMMENDATIONS AND ACCORDING TO ASTM D 2657 AND PIPING

MANUFACTURE'S WRITTEN INSTRUCTIONS. PLACEMENT & COMPACTION OF

BACKFILL SHALL BE INCIDENTAL TO CONTRACTORS PROPOSAL

WATER VALVE BOX DETAIL

SCREW TYPE BOX (NTS)

DRAINAGE VERTICAL PROFILE

(NTS)

DRAINAGE DITCH DETAIL

(NTS)

SIDEWALK 1 DRAINAGE PIPE COORDINATES NOTES:

SIDEWALK 1 CULVERT INLET

NORTHING: 101345.33

EASTING: 68324.28

SIDEWALK 1 CULVERT OUTLET

NORTHING: 101333.80

EASTING: 68377.39

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DRAWN BY:

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