Att_03_140P8419R0013_Construction_Drawings.pdf

87977

ROBERT L. BE NN

IO

N

ENGI EERN

Robert L Bennion, PE

2019.04.29 17:49:01 -07'00'

0+

2+50

5+00

7+50

+0

+5

+0

+5

+0

+5

+0

+5

+00

+5

+0

+5

40+00

42+50

45+00 47 +5

50+00

52+50

55+00

57+50

+0

+5

+0

+5

+0

+5

+0

+5

80+00

+1

KEY MAP

SCALE: 1" = 250'

HEADQUARTERS AREA

87977

9797Robert L Bennion, PE

2019.04.29 17:49:17

879879879

W W W

W W W

87977

7979Robert L Bennion, PE

2019.04.29 17:49:32

878787

SCALE IN FEET

1005002550

S C

A

LE

IN

F

E E

T

.5

1. THE HORIZONTAL LAYOUT OF THE PIPE IS

SCHEMATIC AND SHOULD BE REFERENCED FOR

GENERAL BEARING ON ORIENTATION OF THE

PROPOSED POTABLE WATER LINE. PIPE JOINTS,

FITTINGS, AND DEFLECTIONS ARE SUBJECT TO

CHANGE BY THE CONTRACTOR TO ACCOUNT FOR

SITE CONSTRAINTS ALONG THE PROPOSED

LAYOUT.

2. CONSTRUCTION LIMITS ARE 10-FEET EITHER SIDE

OF THE EXISTING WATER LINE. CONTRACTOR IS TO

RESTORE SLOPES AND COVERAGE TO EXISTING

CONDITION FOLLOWING INSTALLATION EXCEPT

FOR A 6-FOOT WIDE PATH FOR FUTURE

MAINTENANCE ACCESS.

3. CONTRACTOR TO SCARIFY AND STOCKPILE THE

TOPSOILS, AND CHIP/MULCH ANY BRUSH DURING

CLEARING FOR USE IN RESTORATION OF FINISHED

SURFACE FOLLOWING CONSTRUCTION.

4. THE PROPOSED PIPE INSTALLATION SHALL

MAINTAIN A MINIMUM COVERAGE OF 3-FEET OVER

THE CROWN OF THE INSTALLED PIPE.

5. PIPE SHALL BE INSTALLED VERTICALLY TO

MAINTAIN A POSITIVE SLOPE FROM THE EAST TO

THE CONNECTION POINT NEAR THE STORAGE

TANKS TO AVOID LOW POINTS WITHIN THE SYSTEM.

IF ANY LOW-POINTS ARE REQUIRED THE

CONTRACTOR SHALL INSTALL A BLOW-OFF VALVE.

GENERAL NOTES:

977977Robert L Bennion, PE

2019.04.29 17:49:47

+0

+5

+0

+5

+0

+5

247 LF 4" HDPE DR 9

(42 LF THIS SHEET)

103 LF 4" HDPE DR 9

(55 LF THIS SHEET)

103 LF 4" HDP

(55 LF TH

INTERSECTION OF

BIG TREE TRAIL

EXISTING

WATERLINE

ROCK FACE

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

629 LF 4" HDPE DR 9

225 LF 4" HDPE DR 9

62 LF 4" HDPE DR 9

94 LF 4" HDPE DR 9 95 LF 4" HDPE DR 9

97 LF 4" HDPE DR 9

247 LF 4" HDPE DR 9

(42 LF THIS SHEET)

103 LF 4" HDPE DR 9

(55 LF THIS SHEET)

EXISTING GRADE AT

EXISTING WATERLINE

87977

S C

A

LE

IN

F

E E

T

.5

1. THE HORIZONTAL LAYOUT OF THE PIPE IS

SCHEMATIC AND SHOULD BE REFERENCED FOR

GENERAL BEARING ON ORIENTATION OF THE

PROPOSED POTABLE WATER LINE. PIPE JOINTS,

FITTINGS, AND DEFLECTIONS ARE SUBJECT TO

CHANGE BY THE CONTRACTOR TO ACCOUNT FOR

SITE CONSTRAINTS ALONG THE PROPOSED

LAYOUT.

2. CONSTRUCTION LIMITS ARE 10-FEET EITHER SIDE

OF THE EXISTING WATER LINE. CONTRACTOR IS TO

RESTORE SLOPES AND COVERAGE TO EXISTING

CONDITION FOLLOWING INSTALLATION EXCEPT

FOR A 6-FOOT WIDE PATH FOR FUTURE

MAINTENANCE ACCESS.

3. CONTRACTOR TO SCARIFY AND STOCKPILE THE

TOPSOILS, AND CHIP/MULCH ANY BRUSH DURING

CLEARING FOR USE IN RESTORATION OF FINISHED

SURFACE FOLLOWING CONSTRUCTION.

4. THE PROPOSED PIPE INSTALLATION SHALL

MAINTAIN A MINIMUM COVERAGE OF 3-FEET OVER

THE CROWN OF THE INSTALLED PIPE.

5. PIPE SHALL BE INSTALLED VERTICALLY TO

MAINTAIN A POSITIVE SLOPE FROM THE EAST TO

THE CONNECTION POINT NEAR THE STORAGE

TANKS TO AVOID LOW POINTS WITHIN THE SYSTEM.

IF ANY LOW-POINTS ARE REQUIRED THE

CONTRACTOR SHALL INSTALL A BLOW-OFF VALVE.

GENERAL NOTES:

9797Robert L Bennion, PE

2019.04.29 17:50:01

22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00

22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

428 LF 4" HDPE DR 9

(374 LF THIS SHEET)

73 LF 4" HDPE DR 9

144 LF 4" HDPE DR 9

91 LF 4" HDPE DR 9

AIR RELEASE VALVE

264 LF 4" HDPE DR 9300 LF 4" HDPE DR 9

103 LF 4" HDPE DR 9

(55 LF THIS SHEET)

EXISTING GRADE AT

EXISTING WATERLINE

87977

S C

A

LE

IN

F

E E

T

.5

1. THE HORIZONTAL LAYOUT OF THE PIPE IS

SCHEMATIC AND SHOULD BE REFERENCED FOR

GENERAL BEARING ON ORIENTATION OF THE

PROPOSED POTABLE WATER LINE. PIPE JOINTS,

FITTINGS, AND DEFLECTIONS ARE SUBJECT TO

CHANGE BY THE CONTRACTOR TO ACCOUNT FOR

SITE CONSTRAINTS ALONG THE PROPOSED

LAYOUT.

2. CONSTRUCTION LIMITS ARE 10-FEET EITHER SIDE

OF THE EXISTING WATER LINE. CONTRACTOR IS TO

RESTORE SLOPES AND COVERAGE TO EXISTING

CONDITION FOLLOWING INSTALLATION EXCEPT

FOR A 6-FOOT WIDE PATH FOR FUTURE

MAINTENANCE ACCESS.

3. CONTRACTOR TO SCARIFY AND STOCKPILE THE

TOPSOILS, AND CHIP/MULCH ANY BRUSH DURING

CLEARING FOR USE IN RESTORATION OF FINISHED

SURFACE FOLLOWING CONSTRUCTION.

4. THE PROPOSED PIPE INSTALLATION SHALL

MAINTAIN A MINIMUM COVERAGE OF 3-FEET OVER

THE CROWN OF THE INSTALLED PIPE.

5. PIPE SHALL BE INSTALLED VERTICALLY TO

MAINTAIN A POSITIVE SLOPE FROM THE EAST TO

THE CONNECTION POINT NEAR THE STORAGE

TANKS TO AVOID LOW POINTS WITHIN THE SYSTEM.

IF ANY LOW-POINTS ARE REQUIRED THE

CONTRACTOR SHALL INSTALL A BLOW-OFF VALVE.

GENERAL NOTES:

9797Robert L Bennion, PE

2019.04.29 17:50:18

35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00

35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED 1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 45° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 45° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

428 LF 4" HDPE DR 9

(54 LF THIS SHEET)

278 LF 4" HDPE DR 9

(202 LF THIS SHEET)

170 LF 4" HDPE DR 9

55 LF 4" HDPE DR 9

15 LF 4" HDPE DR 9

25 LF 4" HDPE DR 9

43 LF 4" HDPE DR 9

53 LF 4" HDPE DR 9

38 LF 4" HDPE DR 9

26 LF 4" HDPE DR 9

53 LF 4" HDPE DR 9

46 LF 4" HDPE DR 9

360 LF 4" HDPE DR 9

130 LF 4" HDPE DR 9

EXISTING GRADE AT

EXISTING WATERLINE

87977

S C

A

LE

IN

F

E E

T

.5

1. THE HORIZONTAL LAYOUT OF THE PIPE IS

SCHEMATIC AND SHOULD BE REFERENCED FOR

GENERAL BEARING ON ORIENTATION OF THE

PROPOSED POTABLE WATER LINE. PIPE JOINTS,

FITTINGS, AND DEFLECTIONS ARE SUBJECT TO

CHANGE BY THE CONTRACTOR TO ACCOUNT FOR

SITE CONSTRAINTS ALONG THE PROPOSED

LAYOUT.

2. CONSTRUCTION LIMITS ARE 10-FEET EITHER SIDE

OF THE EXISTING WATER LINE. CONTRACTOR IS TO

RESTORE SLOPES AND COVERAGE TO EXISTING

CONDITION FOLLOWING INSTALLATION EXCEPT

FOR A 6-FOOT WIDE PATH FOR FUTURE

MAINTENANCE ACCESS.

3. CONTRACTOR TO SCARIFY AND STOCKPILE THE

TOPSOILS, AND CHIP/MULCH ANY BRUSH DURING

CLEARING FOR USE IN RESTORATION OF FINISHED

SURFACE FOLLOWING CONSTRUCTION.

4. THE PROPOSED PIPE INSTALLATION SHALL

MAINTAIN A MINIMUM COVERAGE OF 3-FEET OVER

THE CROWN OF THE INSTALLED PIPE.

5. PIPE SHALL BE INSTALLED VERTICALLY TO

MAINTAIN A POSITIVE SLOPE FROM THE EAST TO

THE CONNECTION POINT NEAR THE STORAGE

TANKS TO AVOID LOW POINTS WITHIN THE SYSTEM.

IF ANY LOW-POINTS ARE REQUIRED THE

CONTRACTOR SHALL INSTALL A BLOW-OFF VALVE.

GENERAL NOTES:

7979Robert L Bennion, PE

2019.04.29 17:50:33

48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00

48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 45° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

278 LF 4" HDPE DR 9

(76 LF THIS SHEET)

120 LF 4" HDPE DR 9

(52 LF THIS SHEET)

417 LF 4" HDPE DR 9

22 LF 4" HDPE DR 9

21 LF 4" HDPE DR 9

85 LF 4" HDPE DR 9

233 LF 4" HDPE DR 9

93 LF 4" HDPE DR 9

EXISTING GRADE AT

EXISTING WATERLINE

AIR RELEASE VALVE

87977

S C

A

LE

IN

F

E E

T

.5

1. THE HORIZONTAL LAYOUT OF THE PIPE IS

SCHEMATIC AND SHOULD BE REFERENCED FOR

GENERAL BEARING ON ORIENTATION OF THE

PROPOSED POTABLE WATER LINE. PIPE JOINTS,

FITTINGS, AND DEFLECTIONS ARE SUBJECT TO

CHANGE BY THE CONTRACTOR TO ACCOUNT FOR

SITE CONSTRAINTS ALONG THE PROPOSED

LAYOUT.

2. CONSTRUCTION LIMITS ARE 10-FEET EITHER SIDE

OF THE EXISTING WATER LINE. CONTRACTOR IS TO

RESTORE SLOPES AND COVERAGE TO EXISTING

CONDITION FOLLOWING INSTALLATION EXCEPT

FOR A 6-FOOT WIDE PATH FOR FUTURE

MAINTENANCE ACCESS.

3. CONTRACTOR TO SCARIFY AND STOCKPILE THE

TOPSOILS, AND CHIP/MULCH ANY BRUSH DURING

CLEARING FOR USE IN RESTORATION OF FINISHED

SURFACE FOLLOWING CONSTRUCTION.

4. THE PROPOSED PIPE INSTALLATION SHALL

MAINTAIN A MINIMUM COVERAGE OF 3-FEET OVER

THE CROWN OF THE INSTALLED PIPE.

5. PIPE SHALL BE INSTALLED VERTICALLY TO

MAINTAIN A POSITIVE SLOPE FROM THE EAST TO

THE CONNECTION POINT NEAR THE STORAGE

TANKS TO AVOID LOW POINTS WITHIN THE SYSTEM.

IF ANY LOW-POINTS ARE REQUIRED THE

CONTRACTOR SHALL INSTALL A BLOW-OFF VALVE.

GENERAL NOTES:

9797Robert L Bennion, PE

2019.04.29 17:50:50

58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00

58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

120 LF 4" HDPE DR 9

(68 LF THIS SHEET)

224 LF 4" HDPE DR 9

194 LF 4" HDPE DR 9

(82 LF THIS SHEET)

176 LF 4" HDPE DR 9

80 LF 4" HDPE DR 9

38 LF 4" HDPE DR 9

117 LF 4" HDPE DR 9

44 LF 4" HDPE DR 9

25 LF 4" HDPE DR 9

35 LF 4" HDPE DR 9

130 LF 4" HDPE DR 9

72 LF 4" HDPE DR 9

EXISTING GRADE AT

EXISTING WATERLINE

87977

S C

A

LE

IN

F

E E

T

.5

1. THE HORIZONTAL LAYOUT OF THE PIPE IS

SCHEMATIC AND SHOULD BE REFERENCED FOR

GENERAL BEARING ON ORIENTATION OF THE

PROPOSED POTABLE WATER LINE. PIPE JOINTS,

FITTINGS, AND DEFLECTIONS ARE SUBJECT TO

CHANGE BY THE CONTRACTOR TO ACCOUNT FOR

SITE CONSTRAINTS ALONG THE PROPOSED

LAYOUT.

2. CONSTRUCTION LIMITS ARE 10-FEET EITHER SIDE

OF THE EXISTING WATER LINE. CONTRACTOR IS TO

RESTORE SLOPES AND COVERAGE TO EXISTING

CONDITION FOLLOWING INSTALLATION EXCEPT

FOR A 6-FOOT WIDE PATH FOR FUTURE

MAINTENANCE ACCESS.

3. CONTRACTOR TO SCARIFY AND STOCKPILE THE

TOPSOILS, AND CHIP/MULCH ANY BRUSH DURING

CLEARING FOR USE IN RESTORATION OF FINISHED

SURFACE FOLLOWING CONSTRUCTION.

4. THE PROPOSED PIPE INSTALLATION SHALL

MAINTAIN A MINIMUM COVERAGE OF 3-FEET OVER

THE CROWN OF THE INSTALLED PIPE.

5. PIPE SHALL BE INSTALLED VERTICALLY TO

MAINTAIN A POSITIVE SLOPE FROM THE EAST TO

THE CONNECTION POINT NEAR THE STORAGE

TANKS TO AVOID LOW POINTS WITHIN THE SYSTEM.

IF ANY LOW-POINTS ARE REQUIRED THE

CONTRACTOR SHALL INSTALL A BLOW-OFF VALVE.

GENERAL NOTES:

99Robert L Bennion, PE

2019.04.29 17:51:02

69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50

69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 45° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 22.50° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 11.25° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

1 EA - 4" 45° BEND (MJ)

FUSED OR MECHANICALLY

RESTRAINED

194 LF 4" HDPE DR 9

(102 LF THIS SHEET)

218 LF 4" HDPE DR 9

286 LF 4" HDPE DR 9

44 LF 4" HDPE DR 9

22 LF 4" HDPE DR 9

7 LF 4" HDPE DR 9

73 LF 4" HDPE DR 9

65 LF 4" HDPE DR 9

54 LF 4" HDPE DR 9

101 LF 4" HDPE DR 9

CONNECT TO

EXISTING WM

EXISTING GRADE AT

EXISTING WATERLINE

87977

S C

A

LE

IN

F

E E

T

.5

DAYLIGHT

PIPE END

INSTALL 4"

FLAP VALVE

(1) 4" GATE

VALVE (MJ)

PROVIDE AT LEAST A

10' LENGTH OF PIPE

WITH 5% OR GREATER

SLOPE TO ACT AS A

SEDIMENT TRAP IN LINE

WITH THE EXISTING

PIPE DIRECTION

(1) 4" TEE (MJ)

CONNECT TO EXISTING

WATER LINE. COUPLERS

AND REDUCERS AS

NEEDED

(1) 4" GATE

VALVE (MJ)

(1) 4" 45°

BEND (MJ)

NTS

CONNECT TO EXISTING WM

1. THE HORIZONTAL LAYOUT OF THE PIPE IS

SCHEMATIC AND SHOULD BE REFERENCED FOR

GENERAL BEARING ON ORIENTATION OF THE

PROPOSED POTABLE WATER LINE. PIPE JOINTS,

FITTINGS, AND DEFLECTIONS ARE SUBJECT TO

CHANGE BY THE CONTRACTOR TO ACCOUNT FOR

SITE CONSTRAINTS ALONG THE PROPOSED

LAYOUT.

2. CONSTRUCTION LIMITS ARE 10-FEET EITHER SIDE

OF THE EXISTING WATER LINE. CONTRACTOR IS TO

RESTORE SLOPES AND COVERAGE TO EXISTING

CONDITION FOLLOWING INSTALLATION EXCEPT

FOR A 6-FOOT WIDE PATH FOR FUTURE

MAINTENANCE ACCESS.

3. CONTRACTOR TO SCARIFY AND STOCKPILE THE

TOPSOILS, AND CHIP/MULCH ANY BRUSH DURING

CLEARING FOR USE IN RESTORATION OF FINISHED

SURFACE FOLLOWING CONSTRUCTION.

4. THE PROPOSED PIPE INSTALLATION SHALL

MAINTAIN A MINIMUM COVERAGE OF 3-FEET OVER

THE CROWN OF THE INSTALLED PIPE.

5. PIPE SHALL BE INSTALLED VERTICALLY TO

MAINTAIN A POSITIVE SLOPE FROM THE EAST TO

THE CONNECTION POINT NEAR THE STORAGE

TANKS TO AVOID LOW POINTS WITHIN THE SYSTEM.

IF ANY LOW-POINTS ARE REQUIRED THE

CONTRACTOR SHALL INSTALL A BLOW-OFF VALVE.

GENERAL NOTES:

INSTALL NEW SCREENS AND MANIFOLD

PIPING IN EXISTING INTAKE STRUCTURE.

9797Robert L Bennion, PE

2019.04.29 17:51:15

NTS

TYPICAL TRENCH SECTION

NTS

WATER VALVE EXTENSION

1. ALL ROAD CUTS MUST MEET COUNTY OR

NPS REQUIREMENTS.

2. ALL TRENCH BACKFILL CAN BE NATIVE

MATERIAL EXCEPT AS DIRECTED BY THE

COR. NATIVE MATERIAL UNSUITABLE FOR

BACKFILL CAN BE REPLACED WITH

TRENCH BANK RUN GRAVEL.

3. LOCATER WIRES SHALL BE BLUE COATED

14 GAGE COPPER WIRE CONTINUOUS TO

ABOVE GROUND ACCESS POINTS (AIR

RELEASE VALVES) SPLICES IN WIRE, IF

NEEDED, SHALL BE MADE WITH

WATERPROOF SPLICE KITS.

PIPE BEDDING

3" UNDER AND

3" OVER PIPE

NATIVE

BACKFILL

3' MIN

WATER LINE

MARKER /

DETECTOR TAPE

& LOCATER WIRE

CROWN FOR

SETTLEMENT

N E

A T

LI

N

E

12"

1' TYP

4" HDPE

PIPE

RESTORE TRAIL

AS REQUIRED BY

COR

N E

A T

LI

N

E

NOTES:

NOTES:

A. AIR RELEASE UNIT AND BOX

SHALL BE INSTALLED IN A

NON-TRAFFIC AREA.

B. SADDLE FOR AIR RELEASE

UNIT SHALL BE INSTALLED AT

THE HIGH POINT OF THE LINE.

IF HIGH POINT FALLS IN

LOCATION WHERE

ASSEMBLY CANNOT BE

INSTALLED, INSTALL WATER

MAIN TO CREATE A HIGH

POINT WHERE AIR RELEASE

CAN BE LOCATED.

C. ALL PIPE AND FITTINGS

SHALL BE MINIMUM

PRESSURE CLASS 200 PSI,

IPS SIZE. ALL FITTINGS

BETWEEN MAIN AND AIR

RELEASE SHALL BE BRASS

AND ALL FITTINGS ON THE

AIR RELEASE DISCHARGE

SHALL BE GALVANIZED.

D. CONCRETE METER BOX

PENETRATIONS SHALL BE

GROUTED.

E. AIR RELEASE RISER SHALL

BE PAINTED AS DIRECTED BY

THE COR.

8"X8"X6" CONC. BLOCK

1" BRASS UNION

1" BRASS NIPPLE

1" BRASS 90° ELL

12" MIN.

1" BRASS

UNION

BACKFILL WITH STYROFOAM

PEANUTS TO TOP OF BONNET

6" PVC PIPE NOTCHED AT THE BOTTOM

TO PROVIDE CLEARANCE OVER PIPE

LARGE CONCRETE METER BOX

WITH RISERS AS NEEDED

BROOKS SERIES 65T,

CARSON SERIES 1730,

OR FOGTITE NO. 2.

1" HIGH DENSITY

POLYETHYLENE IPS1" 90° ANGLE

COUPLING

BRONZE

CORPORATION

STOP

MUELLER

WATER MAIN

SADDLE

ROMAC OR

ROCKWELL

1" COMPRESSION

COUPLING

1" CURB STOP

MUELLER

1" BRASS

NIPPLE

(TYPICAL) 1" BRASS

NIPPLE

3"

3" MIN.

EXIST. GRADE

12" MIN. DEPTH

1-1/2" MINUS

WASHED DRAIN ROCK

EXIST. GRADE

STAINLESS

STEEL

METAL STRAP

1" GALV. STREET ELL (HORIZ.)

1" GALV. 90° ELL (VERT.)

4"X4" PRESSURE

TREATED POST

1" GALV.

PIPE

1" BRASS 90° ELL

1" BRASS

NIPPLE

AIR RELEASE

VALVE

1" GALV. RETURN BEND

1" GALV.

BEEHIVE

STRAINER

24" MIN.

1" HIGH DENSITY

POLYETHYLENE IPS

TEST TAP W/

HOSE BIB

LOCATOR

WIRE

NTS

AIR RELEASE VALVE

Robert L Bennion, PE

2019.04.29 17:51:30

18"

UNDISTURBED SOIL

WATER MAIN

MARKER/

DETECTOR TAPE

AND LOCATER

WIRE

2" BRASS NIPPLE

6" LONG

2" - 90°

LOCATER WIRE

2" FIP VERTICAL INLET

FINISHED GRADE

MAINGUARD 2" BLOW-OFF HYDRANT

CAP (MJ) SURROUND

WITH PLASTIC PRIOR

TO POURING CONCRETE

2" SADDLE AND

CORP STOP OFF

LOWER 13 OF PIPE

2-1/2" NST NOZZLE

GEOSYTHETIC FABRIC

SOLID CONCRETE BEARING

BLOCK 4"x8"x16" OR AS DIRECTED

BY THE ASSOCIATION

3/4"-0" CRUSHED ROCK

NOTES:

1. LOCATER WIRES SHALL BE BLUE COATED 14 GAGE COPPER WIRE CONTINUOUS TO ABOVE

GROUND ACCESS POINTS (METERS & HYDRANTS) SPLICES IN WIRE, IF NEEDED, SHALL BE MADE

WITH WATERPROOF SPLICE KITS.

2. BLOW-OFF HYDRANTS SHALL BE NON-FREEZING, SELF DRAINING TYPE WITH A MIN. DEPTH OF

BURY OF 3 FEET. SET UNDERGROUND IN A CONCRETE METER BOX. THESE HYDRANTS SHALL BE

FURNISHED WITH A 2" FIP INLET, A NON-TURNING OPERATING ROD, AND SHALL OPEN TO THE

LEFT. ALL OF THE WORKING PARKS SHALL BE OF BRONZE-TO-BRONZE DESIGN WITH AN

ALUMINUM PLUNGER AND SERVICEABLE FROM ABOVE GRADE WITH NO DIGGING. THE OUTLET

SHALL BE BRONZE AND BE 2-1/2" NST. HYDRANTS SHALL BE LOCKABLE TO PREVENT

UNAUTHORIZED USE.

SPLICE SERVICE

LOCATER WIRE

INTO MAIN

LOCATER WIRE

CONCRETE BLOCK

2" GALV. PIPE

CONCRETE METER BOX

WITH METAL COVER

FOGTITE TYPE 1D

87977

NTS

MAIN FILLING

NTS

BLOWOFF ASSEMBLY

7979Robert L Bennion, PE

2019.04.29 17:51:46