ATT_2b_-_McWilliams.Dwg.Final.Signed.03.07.2013.pdf

PDF 34 MB Posted Apr 9, 2013

Attached to: McWilliams Campground Reconstruction Project Federal contract opportunity
Solicitation number: AG-0261-S-13-0025
Issued by: Department of Agriculture Forest Service R4-Intermountain Region

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ATT 2b Mcwilliams dwg. final signed 3-7-13

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Other files for this federal contract opportunity

Other files attached to McWilliams Campground Reconstruction Project, newest first.
File	Type	Posted
Amend_0001_-_AG-0261-S-13-0025.pdf	PDF	May 3, 2013
Amendment_001_-_Replacement_ATTACH_5-McWilliiams_Campround_Reconstruction_Cost_Estimate_Breakdown.xlsx	XLSX spreadsheet	May 3, 2013
04-09-13__McWilliams_RFP.pdf	PDF	Apr 9, 2013
ATT_2a_-_McWilliams.Dwg.Final.Signed.03.07.2013.pdf	PDF	Apr 9, 2013
ATT_1_-_McWilliams.Specs.Final.03.07.2013.pdf	PDF	Apr 9, 2013
ATT_4_-_McWilliams_Campground_Past_Performance_Questionnaire.pdf	PDF	Apr 9, 2013
ATT_3_-_NV100034_Highway_01-04-13.pdf	PDF	Apr 9, 2013
ATTACH_5_-_McWilliiams_Campround_Reconstruction_Cost_Estimate_Breakdown.xlsx	XLSX spreadsheet	Apr 9, 2013

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X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s R R .M c W il li a m s .R o a d s .d w g

P M

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s R R .M c W il li a m s .R o a d s .d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s R R .M c W il li a m s .S p u rs .d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s R .M c W il li a m s .R o a d .P a rk in g .S e c ti o n s .d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s R .M c W il li a m s .C u lv e rt s .d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s R .M c W il li a m s .H e a v y .R ip ra p .C h ic a n e .d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s R .M c W il li a m s .S p u r.

P o in ts .d w g

W W

W -E

W-E

S S

W-E

NOTES:

1. SEE SHEETS W2-15 FOR WATERLINE PLAN & PROFILES.

2. ALL WATERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN.

3. BURY WATERLINE A MINIMUM OF 84 INCHES. ADDITIONAL DEPTH MAY BE REQUIRED

TO MAINTAIN A MINIMUM SLOPE OF 2%.

4. WHEN WATERLINES INTERSECT CULVERTS, INSTALL FROSTSHIELD AND SLEEVE(S)

ACCORDING TO DETAIL ON SHEET W19. WATERLINE INVERT DEPTH BELOW BOTTOM

OF CULVERT MUST BE AT LEAST 36 INCHES. FROSTSHIELD AND SLEEVES MUST

EXTEND AT LEAST 10 FEET ON BOTH SIDES OF THE CULVERT EDGE.

5. LOCATION AND ORIENTATION OF ALL STRUCTURES AND HYDRANTS SHALL BE

APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

6. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY

LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS

OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING

UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE

UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND,

NOTIFY THE CONTRACTING OFFICER.

7. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE

NOMINAL PIPE DIAMETER.

NOM. PIPE DIA. MIN. BENDING RADIUS

2" 5'-0" 3" 7'-6" 4" 10'-0" 6" 15'-0"

8. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND

LOCAL REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS, INCLUDING NEVADA

ADMINISTRATIVE CODE (NAC) 445A.

9. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE WATERLINE TRENCH.

THE CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND

VEGETATION. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES

TO WITHIN THE CLEARING LIMITS.

10. WHERE ENCOUNTERED, REMOVE AND DISPOSE OF EXISTING WATERLINE TO A DEPTH

OF 12" BELOW FINISHED GRADE. CAP AND ABANDON REMAINDER IN PLACE.

11. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN

MANNER RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE

CONTRACTING OFFICER. USE HDPE/GSP TRANSITION FITTINGS FOR CONNECTIONS

TO GALVANIZED STEEL. USE HDPE/PVC TRANSITION FITTINGS FOR CONNECTIONS TO

PVC PIPE. COMPRESSION-TYPE FITTINGS ARE NOT ALLOWED.

12. WATERLINES SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM SEWERLINES AND

SEPTIC TANKS AND A MINIMUM OF 25 FEET FROM DRAINFIELDS.

13. ON LATERALS AND DRAINLINES, INSTALL CURB VALVES AND BOXES 2 FEET FROM

TEE OR LINE TO BE DRAINED UNLESS SHOWN OTHERWISE.

14. ALL RESTROOM AND HYDRANT LATERALS SHALL BE 2" HDPE UNLESS DESIGNATED

OTHERWISE. SLOPE ALL HYDRANT AND RESTROOM LATERALS TO DRAIN TOWARD

THE MAINLINE, UNLESS SHOWN OTHERWISE.

15. WHERE NEW WATERLINES INTERSECT SEWERLINES, THE NEW WATERLINES SHALL

BE INSTALLED ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL

REGULATIONS, INCLUDING NEVADA ADMINISTRATIVE CODE (NAC) 445A.

16. DO NOT INSTALL HYDRANTS, AIR RELEASE VALVES, PRESSURE REDUCING VALVES

OR ANY OTHER PLUMBING IN THE UTILITY BOXES OR BUILDINGS UNTIL THE

UPSTREAM WATERLINES HAVE BEEN FULLY FLUSHED OF DEBRIS ACCORDING TO

THE SPECIFICATIONS.

17. AVOID CONSTRUCTION OF WATER LINES UNDER THE DRIP EDGE OF ALL LARGE

PONDEROSA TREES GREATER THAN 14 INCHES IN DIAMETER AT BREAST HEIGHT

(DBH).

SEE SHEET W7

SEE SHEET W2

T W

LEGEND (1" = 50'):

NEW WATERLINE

NEW WATER AND ELECTRIC LINE IN SAME TRENCH

EXISTING WATERLINE

NEW SEWERLINE

NEW ELECTRICAL LINE

NEW GAS LINE

DAYLIGHT DRAIN (W16)

CURB VALVE AND BOX - SIZE VARIES (SEE SHEET W16)

HYDRANT - FROSTPROOF, TYPE D (SEE SHEET W17)

UTILITY BOX WITH PRESSURE REDUCING VALVE (W18)

UTILITY BOX WITH AIR RELEASE VALVE (SEE W18)

CLEANOUT (SEE SHEET WW16)

PROPOSED ASPHALT ROAD

MAJOR CONTOUR AND ELEVATION (FEET)

NEW DRAINFIELD

REPLACEMENT DRAINFIELD

SEE SHEET W3 SEE SHEET W4

SEE SHEET W5

SEE SHEET W6

T W

SEE SHEET W9

SEE SHEET W10

W11

W12 & W13

SEE SHEET W14

W-E

CAMP LEE

EXISTING BOOSTER PUMP STATION

(SUPPLIES MCWILLIAMS CAMPGROUND)

PUMP ELEV. 8435'

EXISTING 185,000 GAL. WATER

STORAGE TANK AND SUPPLY WELL #2

HIGH WATER MARK ELEV: 8622'

MCWILLIAMS CAMPGROUND

TO SKI AREA

LEE CANYON ROAD (SR 156)

TO LAS VEGAS

MAIN WATERLINE

LATERAL #1

LATERAL #2

LATERAL #3

LATERAL #4

MAIN WATERLINE

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

0+00 1+00 1+75

1+75 2+00 3+00 4+00

4+00 5+00 6+00 7+00

-6.4%

-51.3%

-10.8%

-31.4%

-19.5%

-15.3%

-11.3%

-7.9%

-31.0%

-6.5%

-33.8%

-23.1%

POINT TABLE

POINT

NORTHING

26813299.7

26813282.1

26813293.6

26813368.2

26813416.6

26813461.0

26813546.5

26813645.7

26813472.4

EASTING

625639.5

625733.5

625831.8

625898.3

625985.5

626075.1

626092.0

626079.8

626098.1

6" HDPE WATERLINE (DISTRIBUTION)

3" HDPE WATERLINE (SUPPLY)

ELECTRICAL CONTROL LINES

STA:5+26

DISTRIBUTION LINE: INSTALL TEE

TO LATERAL #1

STA:5+28

DISTRIBUTION LINE: INSTALL 6-INCH

CURB VALVE AND BOX

STA:0+00

CONNECT TO TANK #2 OUTLET

APPROX. OUTLET ELEV: 8798'

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

EXISTING GROUND

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

P M

INSTALL TWO (2) 18,000 GALLON FIBERGLASS

WATER STORAGE TANKS, SEE SHEET W21

EXISTING GRADES ARE APPROX. 45 TO 60%

CONSTRUCT ACCESS ROAD FOR CONSTRUCTION OF

WATER STORAGE TANKS. ROAD TO BE OBLITERATED AND

RESTORED AFTER CONSTRUCTION, SEE SPECIFICATIONS.

MAIN WATERLINE

3" HDPE

LATERAL #2 (3" HDPE)

SEE SHEET W12

LATERAL #1

SEE SHEET W7

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

2. COORDINATE ELECTRICAL CONTROL LINE (TO THE STORAGE TANK)

INSTALLATION SO LINE IS ROUTED BEYOND ASPHALT SURFACES

WHERE HANDHOLES ARE REQUIRED, TO ALLOW CLOSEST EDGE

OF HANDHOLE TO BE 24" MINIMUM FROM ASPHALT.

INSTALL TANK DRAIN

SEE SHEET W21

INSTALL PERIMETER DRAIN (TYP)

SEE SHEET W21

INSTALL TWO LINES IN TRENCH

6" HDPE (DISTRIBUTION)

3" HDPE (SUPPLY)

ELECTRICAL CONTROL LINES

INSTALL TWO LINES IN TRENCH

6" HDPE (DISTRIBUTION)

3" HDPE (SUPPLY)

ELECTRICAL CONTROL LINES

MAIN WATERLINE

INSTALL 6" CURB

VALVE AND BOX

CONNECT TO LATERAL #1

CONNECT TO LATERAL #2

INSTALL TWO LINES IN TRENCH

3" HDPE (DISTRIBUTION)

3" HDPE (SUPPLY)

ELECTRICAL CONTROL LINES

CONNECT TO OUTLET OF TANK #2

INTERSECT LOCATION OF EXISTING

TANK. ENSURE AREA HAS BEEN

PROPERLY BACKFILLED AND

COMPACTED PER SPECIFICATIONS

INSTALL 3" CURB VALVE AND BOX

TANK #1

TANK #2

MAIN ROAD

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

P M

MAIN WATERLINE

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

2. COORDINATE ELECTRICAL CONTROL LINE (TO THE STORAGE TANK) INSTALLATION SO

LINE IS ROUTED BEYOND ASPHALT SURFACES WHERE HANDHOLES ARE REQUIRED, TO

ALLOW CLOSEST EDGE OF HANDHOLE TO BE 24" MINIMUM FROM ASPHALT.

INSTALL TWO LINES IN TRENCH

3" HDPE (DISTRIBUTION)

3" HDPE (SUPPLY)

ELECTRICAL CONTROL LINES

3" HDPE

LATERAL #2 (3" HDPE)

SEE SHEET W12

INSTALL DAYLIGHT

DRAIN FOR LATERAL #2

INSTALL 2" HDPE LATERAL AND 2"

CURB VALVE AND BOX TO HYDRANT

INSTALL 3" CURB

VALVE AND BOX

14+00 15+00 16+00 17+00 18+00

18+00 19+00 20+00 21+00 21+25

-7.0%

-9.4%

-9.5%

-8.2%

STA:17+96

INVERT ELEV:8577.8

STA:19+72

INVERT ELEV:8561.3

STA:20+82

INVERT ELEV:8550.8

STA:21+15

INVERT ELEV:8548.1

DRAINFIELD #2 SEWERLINE

POINT TABLE

POINT

NORTHING

26813983.3

26814000.3

26814024.6

26814059.3

26814098.3

26814120.7

26814133.5

26813952.5

EASTING

626763.7

626862.0

626958.0

627051.5

627143.1

627240.5

627339.6

626722.3

POINT TABLE

POINT

NORTHING

26813955.1

26813957.6

26814050.3

26814059.7

26813959.7

26814105.4

26813981.6

26814092.3

EASTING

626728.0

626733.7

627029.0

627052.6

626747.8

627104.6

626758.4

627124.8

3" HDPE WATERLINE (DISTRIBUTION)

3" HDPE WATERLINE (SUPPLY)

ELECTRICAL CONTROL LINES

STA:14+52

DISTRIBUTION LINE:

INSTALL UTILITY BOX WITH PRESSURE

REDUCING VALVE #1

(SET OUTLET FOR 50 PSI)

STA:14+94

DISTRIBUTION LINE:

INSTALL TEE TO RESTROOM #2

AND HYDRANT LATERAL

STA:15+26

DISTRIBUTION LINE:

INTERSECT RESTROOM #2 DRAINLINE

STA:16+30

INTERSECT SEWERLINE

SPECIAL CONSTRUCTION REQUIRED

SEE SHEET W19

STA:18+81

DISTRIBUTION LINE:

INSTALL TEE TO HYDRANT LATERAL

STA:20+99

INTERSECT CULVERT, INSTALL

FROSTSHIELD AND SLEEVES

SEE SHEET W19

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

BOX CULVERT #5

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

2. COORDINATE ELECTRICAL CONTROL LINE (TO THE STORAGE TANK) INSTALLATION SO

LINE IS ROUTED BEYOND ASPHALT SURFACES WHERE HANDHOLES ARE REQUIRED, TO

ALLOW CLOSEST EDGE OF HANDHOLE TO BE 24" MINIMUM FROM ASPHALT.

MAIN WATERLINE

INSTALL TWO LINES IN TRENCH

3" HDPE (DISTRIBUTION)

3" HDPE (SUPPLY)

ELECTRICAL CONTROL LINES

INSTALL 2" HDPE LATERAL AND 2"

CURB VALVE AND BOX TO HYDRANT

INSTALL 2" HDPE LATERAL TO RESTROOM #2

AND HYDRANT. INSTALL 2" CURB VALVE AND

BOX. SLOPE ALL LATERAL LINES TO DRAIN

TOWARDS DAYLIGHT DRAIN

2" HDPE

EXTEND DRAINLINE TO DAYLIGHT AT 2%

SLOPE AND INSTALL 2" DAYLIGHT DRAIN

(APPROX. LOCATION)

INSTALL 2" CURB VALVE

AND BOX FOR DRAINLINE

DISTRIBUTION LINE:

INSTALL UTILITY BOX

WITH PRESSURE

REDUCING VALVE #1

(SET OUTLET TO 50 PSI)

SEE SHEET W18

INSTALL WATERLINE AT LEAST 25

FEET FROM EDGE OF DRAINFIELD #2

INTERSECT SEWERLINE

SPECIAL CONSTRUCTION

REQUIRED, SEE SHEET W19

INTERSECT BOX CULVERT #5

INSTALL FROSTSHIELD AND SLEEVES

SEE SHEET W19

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

21+25 22+00 23+00 24+00 25+00

25+00 26+00 27+00 28+00

POINT TABLE

POINT

NORTHING

26814147.0

26814202.7

26814250.8

26814287.8

26814349.8

26814401.1

26814459.7

EASTING

627438.7

627520.8

627606.5

627688.8

627767.3

627853.0

627933.3

POINT TABLE

POINT

NORTHING

26814198.0

26814253.6

26814256.5

26814259.4

26814217.3

26814354.6

26814368.5

EASTING

627515.0

627655.9

627661.5

627667.1

627494.8

627794.2

627795.8

3" HDPE WATERLINE (DISTRIBUTION)

3" HDPE WATERLINE (SUPPLY)

ELECTRICAL CONTROL LINES

STA:22+93

DISTRIBUTION LINE:

INSTALL TEE TO RESTROOM #3

AND HYDRANT LATERAL

STA:24+57

DISTRIBUTION LINE:

INSTALL UTILITY BOX WITH

PRESSURE REDUCING VALVE #2

(SET OUTLET FOR 50 PSI)

STA:26+34

DISTRIBUTION LINE:

INSTALL TEE TO HYDRANT LATERAL

STA:27+11

INTERSECT SEWERLINE

SPECIAL CONSTRUCTION REQUIRED

SEE SHEET W19

-10.8%

-7.9%

-9.5%

-10.7%

-11.1%

-3.4%

-8.3%

STA:24+57

INVERT ELEV:8521.5

STA:25+28

INVERT ELEV:8515.9

STA:26+15

INVERT ELEV:8507.6

STA:22+30

INVERT ELEV:8537.0

STA:23+51

INVERT ELEV:8532.9

STA:21+74

INVERT ELEV:8543.3

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT DRAINFIELD #3 SEWERLINE

3" HDPE

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

2. COORDINATE ELECTRICAL CONTROL LINE (TO THE STORAGE TANK) INSTALLATION SO

LINE IS ROUTED BEYOND ASPHALT SURFACES WHERE HANDHOLES ARE REQUIRED, TO

ALLOW CLOSEST EDGE OF HANDHOLE TO BE 24" MINIMUM FROM ASPHALT.

MAIN WATERLINE

INSTALL TWO LINES IN TRENCH

3" HDPE (DISTRIBUTION)

3" HDPE (SUPPLY)

ELECTRICAL CONTROL LINESINSTALL 2" HDPE LATERAL AND 2"

CURB VALVE AND BOX TO HYDRANT

INSTALL 2" HDPE LATERALS TO

RESTROOM #3 AND HYDRANT. INSTALL

2" CURB VALVE AND BOXES (2 REQ).

DISTRIBUTION LINE: INSTALL

UTILITY BOX WITH PRESSURE

REDUCING VALVE #2 (SET

OUTLET TO 50 PSI

SEE SHEET W18

INTERSECT SEWERLINE

SPECIAL CONSTRUCTION

REQUIRED, SEE SHEET W19

NEW WATER AND SEWER LINES MUST

BE SEPARATED BY AT LEAST 10 FEET

MAIN ROAD

EUREKA LOOP ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

28+00 29+00 30+00 31+00

31+00 32+00 33+00 34+00 34+29

POINT TABLE

POINT

NORTHING

26814508.7

26814554.9

26814604.7

26814663.1

26814719.7

26814791.0

26814606.7

26814613.3

26814576.2

26814558.0

26814642.3

EASTING

628020.2

628108.9

628195.6

628276.7

628359.2

628428.5

628198.8

628222.4

628241.7

628114.8

628327.3

3" HDPE WATERLINE (DISTRIBUTION)

3" HDPE WATERLINE (SUPPLY)

ELECTRICAL CONTROL LINES

STA:29+78

INTERSECT CULVERT, INSTALL

FROSTSHIELD AND SLEEVES

SEE SHEET W19

STA:30+07

DISTRIBUTION LINE:

INSTALL TEE TO LATERAL #4

STA:31+04

END 2 LINES IN TRENCH

DISTRIBUTION LINE BRANCHES

TO DRAINLINE AND HOST #1

3" HDPE WATERLINE (SUPPLY)

ELECTRICAL CONTROL LINES

STA:33+54

INTERSECT CULVERT, INSTALL

FROSTSHIELD AND SLEEVE

SEE SHEET W19

STA:34+29

CONNECT TO EXISTING SUPPLY LINE

FROM BOOSTER PUMP STATION.

FUSE NEW PIPE DIRECTLY

TO EXISTING 3" HDPE

CULVERT #1

-3.5% -7.7%

-2.0%

-7.8%

-8.8%

STA:28+28

INVERT ELEV:8484.8

STA:29+12

INVERT ELEV:8481.8

STA:33+43

INVERT ELEV:8447.1

STA:31+03

INVERT ELEV:8465.7

STA:30+24

INVERT ELEV:8471.9

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

SLOPE NEW WATERLINE AT 2% MIN. TO TRANSITION

FROM 84" BURIAL DEPTH TO EXISTING LINE DEPTH

(APPROX. 48"). EXTEND NEW WATERLINE IF

NECESSARY TO MAINTAIN DRAINAGE.

CULVERT #2

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

2. COORDINATE ELECTRICAL CONTROL LINE (TO THE STORAGE TANK) INSTALLATION SO

LINE IS ROUTED BEYOND ASPHALT SURFACES WHERE HANDHOLES ARE REQUIRED, TO

ALLOW CLOSEST EDGE OF HANDHOLE TO BE 24" MINIMUM FROM ASPHALT.

CONNECT TO EXISTING

3" HDPE SUPPLY LINE

FROM BOOSTER PUMP

INSTALL 3" HDPE SUPPLY LINE AND

SZ 0.5C, 2#14(XHHW)&1#14GND.

ELECTRICAL CONTROL LINE

EXISTING 3" HDPE SUPPLY

LINE FROM BOOSTER PUMP

REMOVE EXISTING WATER METER

BOX FOR OLD MILL SUPPLY LINE

EXISTING OLD MILL PICNIC AREA SUPPLY

LINE TO BE ABANDONED IN PLACE

EXTEND DRAINLINE TO DAYLIGHT AT

2% SLOPE AND INSTALL 3" DAYLIGHT

DRAIN (APPROX. LOCATION)

3" HDPE DRAINLINE

2 WATER LINES IN TRENCH

EXISTING 3" HDPE SUPPLY LINE TO MCWILLIAMS

CAMPGROUND TO BE REUSED

EXISTING 2" HDPE SUPPLY LINE TO OLD MILL

PICNIC AREA TO BE ABANDONED

AND 2 ELECTRICAL LINES

EXISTING SZ 1.5C, 2 #4&1#6GND. TO REMAIN IN USE

EXISTING SZ 0.5C, 1CABLE, REMOVE CABLE AND

INSTALL 2#14(XHHW)&1#14GND.

AND TELEPHONE LINE

AT THIS POINT IT IS UNSURE WHERE

THE ELECTRICAL AND PHONE LINES GO

AT THIS LOCATION IS A GRADE LEVEL HANDHOLE

WHICH IS THOUGHT TO CONTAIN THE TELEPHONE LINE

BUT MAY BE THE STORAGE TANK CONTROL CABLE. IF

IT IS THE STORAGE TANK CONTROL CABLE, THIS

SHALL BE THE TIE-IN LOCATION FOR THE NEW SZ

0.5C, 2#14(XHHW)&1#14GND. TO THE STORAGE TANK

LOCATION UNDERSTOOD TO CONTAIN THE STORAGE

TANK CONTROL CABLE IN SZ 0.5C. IF IT IS, REWORK

CONDUIT TO NEW GRADE LEVEL HANDHOLE, REMOVE

AND REPLACE CABLE TO CAMP LEE WITH 2

#14(XHHW)&1#14GND. AND THIS SHALL BE THE TIE-IN

LOCATION FOR THE NEW SZ 0.5C,

2#14(XHHW)&1#14GND. TO THE STORAGE TANK

MAIN WATERLINE

INSTALL TWO LINES IN TRENCH

3" HDPE (DISTRIBUTION)

3" HDPE (SUPPLY)

ELECTRICAL CONTROL LINES

INSTALL 2" HDPE LATERAL

AND 2" CURB VALVE AND

BOX TO HYDRANT

CONNECT TO

LATERAL #4

(SEE SHEET W14)

3" HDPE

INTERSECT CULVERT #2

INSTALL FROSTSHIELD AND SLEEVES

SEE SHEET W19

END TWO WATERLINES IN TRENCH

3" HDPE DISTRIBUTION LINE CONTINUES TO

HOST HYDRANT LATERAL AND DRAINLINE

INSTALL 3" HDPE CURB VALVE

AND BOX TO DRAINLINE

3" HDPE

(DISTRIBUTION)

INTERSECT CULVERT #1

INSTALL FROSTSHIELD AND

SLEEVE, SEE SHEET W19

O N

(S R

TO SKI AREA

MAIN ROAD

EUREKA LOOP ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

0+00 1+00 2+00 3+00

3+00 4+00 5+00 6+00 7+00

POINT TABLE

POINT

NORTHING

26813472.4

26813538.5

26813561.1

26813589.7

26813607.3

26813622.9

EASTING

626098.1

626166.5

626261.6

626357.4

626455.7

626554.5

POINT TABLE

POINT

NORTHING

26813638.4

26813612.2

26813615.7

26813586.3

26813572.6

26813632.4

EASTING

626653.3

626747.1

626615.3

626284.1

626305.6

626614.9

3" HDPE WATERLINE

STA:0+00

CONNECT TO MAIN WATERLINE

STA:0+02

INSTALL 3" CURB VALVE AND BOX

STA:0+14

INSTALL UTILITY BOX WITH

COMBINATION AIR VALVE

STA:2+46

INSTALL TEE TO HYDRANT LATERAL

STA:5+61

INSTALL TEE TO RESTROOM #5

AND HYDRANT LATERAL

-10.1%

-3.9%

-7.3%

STA:0+00

INVERT ELEV:8684.1

STA:0+53

INVERT ELEV:8678.7

STA:1+73

INVERT ELEV:8674.0

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

WATERLINE LATERAL #1

6" H

INSTALL UTILITY BOX

WITH AIR RELEASE VALVE

SEE SHEET W18

MAIN WATERLINE

SEE SHEET W2

CONNECT TO MAIN WATERLINE

INSTALL 3" CURB VALVE AND BOX

3" HDPE

INSTALL 2" HDPE LATERAL AND 2"

CURB VALVE AND BOX TO HYDRANT

INSTALL 2" HDPE LATERAL TO

RESTROOM #5 AND HYDRANT

INSTALL 2" CURB VALVE AND BOX

MAIN ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

CULVERT #11

POINT TABLE

POINT

NORTHING

26813654.8

26813732.0

26813644.7

26813561.8

26813495.6

EASTING

626822.2

626845.2

626937.4

626978.8

626929.3

626854.3

POINT TABLE

POINT

NORTHING

26813414.3

26813767.7

26813706.0

26813712.0

26813718.0

26813747.2

EASTING

626798.5

626901.7

626812.1

626814.0

626815.9

626909.5

3" HDPE WATERLINE

STA:8+61

INSTALL UTILITY BOX WITH

PRESSURE REDUCING VALVE #3

(SET OUTLET FOR 50 PSI)

STA:9+68

INSTALL TEE TO HYDRANT LATERAL

STA:10+58

INTERSECT CULVERT

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

-7.1%

-2.0% 3.4%

-6.0%

STA:8+36

INVERT ELEV:8625.6

STA:9+88

INVERT ELEV:8614.9

STA:10+69

INVERT ELEV:8613.2

STA:12+08

INVERT ELEV:8617.9

STA:13+80

INVERT ELEV:8607.6

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

STA:10+69

INSTALL TEE TO DRAINLINE

STA:12+08

INSTALL UTILITY BOX WITH

AIR RELEASE VALVE

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

4" HDPE

3" H

DPE

WATERLINE LATERAL #1

INSTALL 2" HDPE LATERAL AND 2"

CURB VALVE AND BOX TO HYDRANT

INSTALL UTILITY BOX WITH

PRESSURE REDUCING VALVE #3

(SET OUTLET TO 50 PSI)

SEE SHEET W18

ENSURE WATER AND SEWER LINES

ARE SEPARATED BY AT LEAST 10 FEET

3" HDPE

INTERSECT CULVERT #11

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

INSTALL UTILITY BOX WITH AIR

RELEASE VALVE, SEE SHEET W18.

INSTALL WOOD POST AND VENT ON

UPHILL SIDE OF ROAD AT LEAST 5

FEET FROM EDGE OF ASPHALT.

INSTALL 3" CURB VALVE AND BOX. EXTEND 3" DRAINLINE AT 2%

TO DAYLIGHT (APPROX. 125') AND INSTALL 3" DAYLIGHT DRAIN.

CHOOSE ROUTE THAT AVOIDS DISTURBANCE TO TREES.

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

14+00 15+00 16+00 17+00 18+00 19+00 20+00

CULVERT #12 CULVERT #13

CULVERT #14

POINT TABLE

POINT

NORTHING

26813315.8

26813238.6

26813223.1

26813253.9

26813307.2

EASTING

626797.5

626857.4

626953.8

627048.8

627133.1

POINT TABLE

POINT

NORTHING

26813359.9

26813339.8

26813215.2

26813227.3

26813293.3

EASTING

627217.9

627081.5

626877.2

626881.7

627114.3

3" HDPE WATERLINE

STA:14+49

INTERSECT CULVERT

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

STA:15+86

INTERSECT CULVERT

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

STA:16+27

INSTALL UPWARD FACING TEE

TO HYDRANT LATERAL.

HYDRANT TO PROVIDE AIR RELEASE

FUNCTION FOR LATERAL #1.

STA:17+87

INTERSECT CULVERT

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

STA:18+77

INSTALL TEE TO RESTROOM #6

AND HYDRANT LATERAL

2.2%

-7.7%

-5.4%

-9.4%

-4.1% -2.0%

STA:16+27

INVERT ELEV:8608.4

STA:18+01

INVERT ELEV:8595.0

STA:19+02

INVERT ELEV:8589.5

STA:19+65

INVERT ELEV:8583.6

STA:14+36

INVERT ELEV:8605.3

STA:14+62

INVERT ELEV:8604.8 STA:16+29

INSTALL 3" CURB VALVE AND BOX

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

STA:14+62

INSTALL TEE TO DRAINLINE

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

WATERLINE LATERAL #1

3" HDPE

INSTALL 2" HDPE LATERAL AND 2" CURB VALVE AND

BOX TO HYDRANT. CONNECT TO LATERAL USING

UPWARD FACING TEE. HYDRANT TO PROVIDE AIR

RELEASE FUNCTION FOR LATERAL #1

INSTALL 2" HDPE LATERAL TO

RESTROOM #6 AND HYDRANT

INSTALL 2" CURB VALVE AND BOX

3" H

INTERSECT CULVERT #12

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

INTERSECT CULVERT #13

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

INTERSECT CULVERT #14

INSTALL FROSTSHIELD AND

SLEEVE, SEE SHEET W19

INSTALL WATERLINE AT LEAST 25

FEET FROM EDGE OF DRAINFIELD #6

INSTALL 3" CURB

VALVE AND BOX

INSTALL 3" CURB

VALVE AND BOX

EXTEND 3" DRAINLINE AT 2% TO DAYLIGHT AND

INSTALL 3" DAYLIGHT DRAIN. CHOOSE ROUTE

THAT AVOIDS DISTURBANCE TO TREES.

MAIN ROAD

3" HDPE

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

20+00 21+00 22+00 23+00

23+00 24+00 25+00 26+00

POINT TABLE

POINT

NORTHING

26813407.7

26813472.9

26813546.2

26813616.3

26813669.9

26813728.1

26813678.5

26813547.6

26813424.4

26813452.1

26813620.7

26813624.3

26813628.0

26813568.6

EASTING

627305.7

627380.4

627448.5

627519.6

627592.5

627673.8

627587.4

627591.8

627366.8

627361.1

627548.9

627554.0

627559.1

627583.5

3" HDPE WATERLINE

STA:21+72

INSTALL TEE TO HYDRANT LATERAL

STA:24+37

INSTALL UTILITY BOX WITH

PRESSURE REDUCING VALVE #4

(SET OUTLET TO 60 PSI)

STA:24+43

INSTALL TEE TO RESTROOM #7

AND HYDRANT LATERAL

STA:25+00

INSTALL TEE TO HYDRANT LATERAL

-7.9%

-10.1%

-8.0%

STA:21+53

INVERT ELEV:8568.8

STA:23+56

INVERT ELEV:8548.4

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

WATERLINE LATERAL #1

INSTALL 2" HDPE LATERAL

AND 2" CURB VALVE AND

BOX TO HYDRANT

INSTALL 2" HDPE LATERAL TO

RESTROOM #7 AND HYDRANT

INSTALL 2" CURB VALVE AND BOX

3" HDPE

INSTALL UTILITY BOX

WITH PRESSURE

REDUCING VALVE #4

(SET OUTLET TO 60 PSI)

SEE SHEET W18

INSTALL 2" HDPE LATERAL

AND 2" CURB VALVE AND

BOX TO HYDRANT

MAIN ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

26+00 27+00 28+00 29+00 29+49

CULVERT #16

POINT TABLE

POINT

NORTHING

26813786.4

26813841.2

26813846.1

26813806.5

26813843.3

26813841.1

26813853.3

EASTING

627755.1

627838.7

627934.5

627886.5

627896.7

627912.5

627960.1

3" HDPE WATERLINE

STA:28+57

INTERSECT CULVERT

FROSTSHIELD NOT REQUIRED

MAINTAIN 84" MIN. BURIAL DEPTH

BELOW CULVERT

STA:28+61

INSTALL TEE TO HYDRANT LATERAL

STA:29+49

INSTALL DAYLIGHT DRAIN

(APPROX. LOCATION)

-10.2%

-3.1% -2.0%

STA:26+03

INVERT ELEV:8528.5

STA:28+31

INVERT ELEV:8505.2

STA:28+57

INVERT ELEV:8504.4

STA:29+49

INVERT ELEV:8502.5

STA:28+63

INSTALL CURB VALVE AND BOX

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

WATERLINE LATERAL #1

INSTALL 2" HDPE LATERAL

AND 2" CURB VALVE AND

BOX TO HYDRANT

3" HDPE

INSTALL WATERLINE AT LEAST 10 FEET

FROM SEPTIC TANK AND SEWERLINE

INSTALL 3" CURB VALVE

AND BOX TO DRAINLINE

EXTEND DRAINLINE TO DAYLIGHT AT

2% SLOPE AND INSTALL 3" DAYLIGHT

DRAIN (APPROX. LOCATION)

INTERSECT CULVERT #16

INSTALL DRAINLINE AT LEAST 10 FEET

FROM EDGE OF DRAINFIELD #10

EXIT ROAD

MAIN ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

0+00 1+00 2+00 3+00 4+00 4+40

POINT TABLE

POINT

NORTHING

26813650.3

26813665.8

26813649.6

26813648.3

26813662.7

26813672.9

26813674.7

26813663.5

EASTING

626079.3

626000.3

625901.6

625801.9

625703.0

626043.4

625667.2

626077.7

3" HDPE

WATERLINE 2" HDPE WATERLINE

STA:0+00

CONNECT TO MAIN WATERLINE

STA:0+02

INSTALL 3" CURB VALVE AND BOX

STA:0+13

INSTALL TEE TO DRAINLINE

STA:0+56

INSTALL TEE TO LATERAL #3

STA:0+58

INSTALL 2" CURB VALVE AND BOX

STA:2+91

INTERSECT CULVERT

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

STA:4+40

INSTALL HYDRANT

3.8%

8.3%

4.6%

6.5%

9.6%

9.5%

STA:0+00

INVERT ELEV:8659.0

STA:0+24

INVERT ELEV:8659.9

STA:1+46

INVERT ELEV:8670.1

STA:2+08

INVERT ELEV:8672.9

STA:4+40

INVERT ELEV:8694.6

STA:4+25

INVERT ELEV:8693.6

STA:3+21

INVERT ELEV:8683.7

CULVERT #22

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

WATERLINE

LATERAL #2

WATERLINE

LATERAL #3

(SEE SHEET W13)

2" HDPE

CONNECT TO LATERAL #3

MAIN WATERLINE

(SEE SHEETS W2 AND W3)

CONNECT TO MAIN WATERLINE

EXTEND DRAINLINE TO DAYLIGHT AT

2% SLOPE AND INSTALL 3" DAYLIGHT

DRAIN (APPROX. LOCATION)

INTERSECT CULVERT #22

INSTALL FROSTSHIELD AND

SLEEVE, SEE SHEET W19

INSTALL HYDRANT

3" H D

3" HDPE (DISTR.)

6" H D

P E

ISTR

3" HDPE

DRAINLINE INTERSECTS

MAIN WATERLINE

INSTALL 3" CURB VALVE

AND BOX TO DRAINLINE

INSTALL 3" CURB VALVE

3" HDPE

INSTALL 2" CURB VALVE

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

2. SLOPE ALL LATERAL LINES ON THIS SHEET TO DRAIN

TOWARDS DAYLIGHT DRAIN SHOWN ON THIS SHEET.

DOLOMITE

LOOP ROAD

MAIN ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

0+00 1+00 2+00 3+00 4+00 4+35

POINT TABLE

POINT

NORTHING

26813672.9

26813738.9

26813804.0

26813813.2

26813821.9

26813772.2

26813830.4

26813741.5

26813764.8

EASTING

626043.4

625981.6

625916.5

625817.0

625717.4

625944.5

625684.2

625964.5

625943.0

3" HDPE WATERLINE 2" HDPE WATERLINE

STA:0+00

CONNECT TO LATERAL #2

STA:0+02

INSTALL 3" CURB VALVE AND BOX

STA:1+17

INSTALL TEE TO RESTROOM #1 LATERAL

STA:1+51

INSTALL TEE TO HYDRANT LATERAL STA:4+35

INSTALL HYDRANT

2.0%

13.5%

10.1%

3.7%

9.9%

7.6%

STA:0+00

INVERT ELEV:8660.5

STA:0+40

INVERT ELEV:8661.3

STA:0+99

INVERT ELEV:8669.3

STA:1+53

INVERT ELEV:8674.8

STA:1+86

INVERT ELEV:8676.0

STA:2+65

INVERT ELEV:8683.8

STA:4+35

INVERT ELEV:8696.6

EXISTING GROUND

PROPOSED TOP OF SUBGRADE (TYP)

NEW PIPE INVERT

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

2. SLOPE ALL LATERAL LINES ON THIS SHEET TO DRAIN

TOWARDS DAYLIGHT DRAIN SHOWN ON SHEET W12.

2" HDPE

WATERLINE LATERAL #2

(SEE SHEET W12)

WATERLINE LATERAL #3

MAIN WATERLINE

(SEE SHEETS W2 AND W3)

CONNECT TO

LATERAL #2

INSTALL DAYLIGHT DRAIN

SEE SHEET W12

3" HDPE (DISTR.) INSTALL 3" CURB VALVE

INSTALL 2" CURB VALVE

INSTALL 2" HDPE

LATERAL TO HYDRANT

INSTALL 2" HDPE LATERAL TO RESTROOM #1

3" H

DPE

INSTALL HYDRANT

WATERLINE LATERAL #2

(SEE SHEET W12)

MAIN ROAD DOLOMITE

LOOP ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

0+00 1+00 2+00 3+00 4+00

4+00 5+00 6+00 6+89

DRAINFIELD #4 SEWERLINE

POINT TABLE

POINT

NORTHING

26814558.0

26814473.5

26814384.5

26814291.8

26814210.5

26814155.4

EASTING

628114.8

628072.7

628051.3

628018.6

627960.5

627877.4

POINT TABLE

POINT

NORTHING

26814093.2

26814422.7

26814363.3

26814044.6

26814369.5

EASTING

627799.6

628085.6

628030.3

627730.0

628050.1

3" HDPE WATERLINE 2" HDPE WATERLINE

STA:0+00

CONNECT TO MAIN WATERLINE

3.0%

9.0%

17.1%

3.8%

4.5%

8.6%

7.9%

9.3%

4.5%

7.3%

STA:0+00

INVERT ELEV:8473.2

STA:0+39

INVERT ELEV:8474.3

STA:1+18

INVERT ELEV:8481.5

STA:1+34

INVERT ELEV:8484.2

STA:1+94

INVERT ELEV:8486.5

STA:6+89

INVERT ELEV:8522.7

STA:5+05

INVERT ELEV:8509.4

STA:6+54

INVERT ELEV:8521.2

STA:3+95

INVERT ELEV:8499.9

STA:3+32

INVERT ELEV:8494.0

STA:2+42

INVERT ELEV:8490.0

STA:0+02

INSTALL 3" CURB VALVE AND BOX

STA:0+90

INSTALL TEE TO RESTROOM #8

AND HYDRANT LATERAL

STA:2+04

INTERSECT SEWERLINE

STA:2+15

INSTALL TEE TO RESTROOM #4

AND HYDRANT LATERAL

STA:2+17

INSTALL 2" CURB VALVE AND BOX

STA:3+15

INTERSECT BOX CULVERT #19

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

STA:6+89

INSTALL HYDRANT

EXISTING GROUND

PROPOSED TOP OF

SUBGRADE (TYP)

NEW PIPE INVERT

BOX CULVERT #19

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

WATERLINE LATERAL #4

CONNECT TO MAIN WATERLINE

INSTALL 3" CURB VALVE AND BOX

3" HDPE

INSTALL 2" HDPE LATERAL TO

RESTROOM #8 AND HYDRANT

INSTALL 2" CURB VALVE AND BOXES

INSTALL 2" HDPE LATERAL TO

RESTROOM #4 AND HYDRANT

INSTALL 2" CURB VALVE AND BOXES

HDPE

2" HDPE

INSTALL HYDRANT

MAIN WATERLINE

(SEE SHEET W6)

INTERSECT SEWERLINE

SPECIAL CONSTRUCTION

REQUIRED, SEE SHEET W19

INSTALL 2" CURB VALVE AND BOX

INTERSECT BOX CULVERT #19

INSTALL FROSTSHIELD AND SLEEVE

SEE SHEET W19

EUREKA LOOP ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

NOTES:

1. NOTES AND LEGEND ON SHEET W1 APPLY.

2. COORDINATE WORK ON THIS SHEET WITH CAMP LEE. WATER AND

ELECTRICAL SERVICE SHALL NOT BE INTERRUPTED TO CAMP LEE

WITHOUT PRIOR NOTICE, SEE SPECIFICATIONS.

REPLACE EXISTING BOOSTER PUMPS WITH NEW 3 HP PUMP.

SEE DETAIL ON SHEET W22.

SEE SHEETS E1-3 FOR ELECTRICAL DETAILS INCLUDING

REBUILDING BOOSTER PUMP CONTROLS LOCATED HERE

CAP AND ABANDON OLD MILL PICNIC AREA SUPPLY LINE. REMOVE

EXISTING SHUT-OFF VALVE. INSTALL FUSION WELDED CAP WITHIN 12

INCHES OF THE EXISTING WATER MAIN. CAP TO MATCH EXISTING PIPE

TYPE AND DIAMETER. FINAL CAP TO BE WATERTIGHT, SANITARY AND

SUITABLE FOR 160 PSI. IF ACTUAL CONDITIONS PREVENT THE WORK FROM

BEING COMPLETED AS SPECIFIED, NOTIFY THE CONTRACTING OFFICER.

EXISTING 2" HDPE SUPPLY LINE TO OLD

MILL PICNIC AREA TO BE ABANDONED

2 WATER LINES IN TRENCH

EXISTING 3" HDPE SUPPLY LINE TO MCWILLIAMS CAMPGROUND TO BE REUSED

EXISTING 2" HDPE SUPPLY LINE TO OLD MILL PICNIC AREA TO BE ABANDONED

AND

2 ELECTRICAL LINES (SHOULD EXIST SOME SEPARATION FROM WATER LINES

EXCEPT NEAR MAIN ROAD CROSSING)

EXISTING SZ 1.5C, 2 #4&1#6GND. TO REMAIN IN USE

EXISTING SZ 0.5C, 1CABLE, REMOVE CABLE AND INSTALL 2#14(XHHW)&1#14GND.

AND

TELEPHONE LINE

LOCATE AND REMOVE TWO EXISTING DRAIN VALVES AND DAYLIGHT DRAINS.

POSITIVELY IDENTIFY EACH LINE. CAP AND ABANDON TEE FROM OLD MILL SUPPLY

LINE. CONNECT TO MCWILLIAMS SUPPLY LINE AND INSTALL NEW 3" CURB VALVE

AND BOX, NEW 3" HDPE DRAIN LINE AND NEW DAYLIGHT DRAIN

CAMP MANAGER

JUNIPER CABIN

POWER SHOP

WOOD SHOP

CAMP LEE

INSTALL NEW 3" HDPE DRAIN LINE

EXTEND DRAINLINE TO DAYLIGHT AT

2% SLOPE AND INSTALL 3" DAYLIGHT

DRAIN (APPROX. LOCATION)

INSTALL NEW 3" CURB

VALVE AND BOX

TO SKI AREA

LEE

N R

(SR

156)

TO LAS VEGAS

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W .M c W il li a m s .V a lv e .T re n c h .d w g

* SEE HYDRANT TYPES ABOVE

MATERIAL SCHEDULE

NOTES:

1. HYDRANT TYPES INCLUDE:

TYPE D - FROSTPROOF, POLLUTION PROOF, PISTON-ACTUATED.

2. ALIGN THE PIPING AT BOTTOM OF HYDRANT AS NECESSARY TO OBTAIN PROPER ORIENTATION OF

HYDRANT AS SHOWN ON THE WATER SYSTEM DRAWINGS.

3. HYDRANT LOCATION SHALL BE AS STAKED IN THE FIELD OR AS SHOWN ON THE DRAWINGS. ALTER

HYDRANT LOCATION OR PAD SIZE ONLY WITH APPROVAL FROM THE CONTRACTING OFFICER.

4. HYDRANT PADS MAY BE IN CUT OR FILL ALONG SIDE OF ROADWAY. CUT AND FILL SLOPES SHALL

MATCH ADJACENT ROADSIDE SLOPES.

5. CONSTRUCT REDWOOD FRAME BOX USING ANODIZED GRABBER SCREWS (2 EACH CORNER).

6. FROST DEPTH AT THIS SITE IS ANTICIPATED TO BE 5 FEET (60 INCHES).

7. ALL HYDRANTS ARE TO BE INSTALLED FOR YEAR-ROUND USE. ORDER HYDRANTS WITH A BURY DEPTH

OF 5 FEET.

DESCRIPTION

FREEZEFLOW EXECUTIVE MODEL WITH ADA HANDLE

DUAL CHECK, ASSE 1011 APPROVED (INCLUDED WITH HYDRANT)

OPEN GRADED 1

4" TO 1" RANGE

ANODIZED GRABBER SCREWS

FREEZEFLOW STANDARD MODEL WITH ADA HANDLE

D & E

SCREWS

BACKFLOW

PREVENTER

GRAVEL SUMP

LUMBER

DRAIN GRATE

REDWOOD

HYDRANT

TYPE

REF.

NO.

HYDRANT

ITEM

8P2 1/2"x2" O.C. PRESS-LOCKED CLOSE MESH, ADA COMPLIANT, HOT DIPPED GALVANIZED STEEL, 23 3/4" x 35 3/4", & 1 1/2" DEPTH WITH WELDED LUGS

MURDOCK EXPELLOHYDRANTF

2' WIDTH OF GRATE

2" X 4" WOOD

FRAME (INNER)

2" X 8" WOOD

FRAME (OUTER)

2" X 8" X 36" 2" X 4" X 36"

INSTALL GRATE IN

DIRECTION SHOWN

2" X 4" X 36" 2" X 8" X 36"

2" X

8" X

2" X

4" X

2" X

4" X

2" X

8" X

EXPANSION

JOINT

AROUND

HYDRANT

FRAME PLAN

3' LENGTH OF GRATE

SECTION A-A

2" X 8" WOOD FRAME

2" X 4" WOOD

SUPPORT BOX

DRAIN

GRATE

SET GRATE 1/8" BELOW

FINISHED GRADE

ANCHOR GRATE IN 4 PLACES AT WELD

LUGS WITH 1/4" DIA. X 2" LAG BOLTS TO

2" X 4" TIMBER FRAME. PRE-DRILL HOLES

IN GRATE THE DIAMETER OF BOLTS.

FINISHED GRADE

1-1/2"

3" CRUSHED AGGREGATE

4" CONCRETE

HYDRANT DETAIL

3' WIDTH

OF GRATE

BURY DEPTH

12" - TYPE D

6" - TYPE E

2" MAX.

28"

BACKFLOW PREVENTER

HYDRANT

TYPE D HYDRANTS: REMOVE INTERNAL

CHECK VALVE IF NOT USED YEAR-ROUND

GRAVEL SUMP UNDER

GRATE (24" MIN. DEPTH)

COMPACTED BACKFILL

FINISH GRADE

DRAIN GRATE

FROSTLINE

SCH 40 PVC ELBOW

HDPE TO PVC

TRANSITION FITTING

HDPE SUPPLY LINE

SLOPE TO MAIN (2% MIN)

3" CRUSHED AGGREGATE

4" CONCRETE

3" CRUSHED AGGREGATE

4" CONCRETE

EXPANSION JOINT

3'-0"

3'-0" 6'-0"

12'-0"

HYDRANT PAD DETAIL

10'-0"

6' MAX.

FROSTPROOF HYDRANT

DRAIN GRATE

ROAD OR PATH SURFACE

NOTE:

ASSURE 3'-0" MINIMUM CLEARANCE

AROUND ALL SIDES OF HYDRANT

FOR UNIVERSAL ACCESS.

PIPING, SEE NOTE 2

CONCRETE, GRADE AT

1% MIN. TO 2% MAX.

AWAY FROM HYDRANT

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W .M c W il li a m s .F ro s tp ro o fH y d ra n t.

d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W .M c W il li a m s .U ti li ty B o x e s .d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W .M c W il li a m s .W a te r-

S e w e r.

C ro s s in g .d w g

H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W .M c W il li a m s .T a n k M a n w a y .d w g

12"

STOCKPILE 6" OF TOPSOIL

PRIOR TO EXCAVATION.

USE STOCKPILED TOPSOIL FOR

TOP 4" OF BACKFILL

UNDISTURBED EXISTING GROUND

OR FILL MATERIAL COMPACTED TO

95% OF ASTM D 698

UNDISTURBED EXISTING GROUND

PERIMETER DRAIN

2'-0"

7' -0

18"

12"

NOTES:

1. EACH FIBERGLASS WATER STORAGE TANK SHALL BE DESIGNED FOR THE FOLLOWING:

- NOMINAL LIQUID CAPACITY OF 18,000 GALLONS (2 TANKS TOTAL REQUIRED FOR A COMBINED CAPACITY OF 36,000 GALLONS)

- MINIMUM INTERNAL DESIGN PRESSURE OF 5 PSI (VENT TO ATMOSPHERE)

- EXTERNAL DESIGN PRESSURE - THE TANK (EMPTY) SHALL BE DESIGNED TO WITHSTAND BURIAL IN SEVEN FEET OF WATER

SATURATED SOIL OVERBURDEN AND SHALL BE ABLE TO WITHSTAND SURFACE H-20 AXLE LOADS

2. ALL PIPING SHALL BE SLOPED A MINIMUM OF 2% TO DRAIN.

3. CONNECT TO STORAGE TANK WITH THREADED NPT OR FLANGED FITTINGS. ALL FITTINGS ON THE STORAGE TANK SHALL BE 150 LB. RATED

FOR ALL CONNECTIONS 4-INCH DIAMETER AND LARGER: INSTALL NSF-APPROVED DRESSER-STYLE FLEXIBLE CONNECTOR WITHIN 3 FEET OF

THE TANK .

4. CLEARING AND GRUBBING OF THE TANK INSTALLATION SITE SHALL BE COMPLETED PRIOR TO BEGINNING ANY EXCAVATION.

5. TANK BEDDING MATERIAL IMMEDIATELY SURROUNDING THE TANK SHALL BE PEA GRAVEL OR CRUSHED STONE AS REQUIRED BY THE TANK

MANUFACTURER. OBTAIN MATERIAL FROM A COMMERCIAL SOURCE OR FROM THE DESIGNATED BORROW AREA.

6. CONTRACTING OFFICER SHALL APPROVE BOTTOM OF TANK ELEVATION PRIOR TO BACKFILLING.

7. NONE OF THE TANK, EXCEPT ACCESS OPENINGS, SHALL EXTEND ABOVE NATURAL GROUND LINE.

8. THE CONTROL VALVES SHALL BE INSTALLED WITH AT LEAST 84" OF COVER. ALL OF THE TANK, EXCEPT ACCESS OPENINGS, SHALL HAVE AT

LEAST 60" OF COVER.

9. FABRICATE AND INSTALL TWO 30" DIAMETER ACCESS OPENINGS PER TANK. SEE DETAIL, SHEET W20.

10. THE TANK SHALL BE FITTED WITH A LADDER FOR ACCESS OPENINGS "A" AND "C".

11. SEE SHEET W16 FOR DAYLIGHT DRAIN DETAIL.

12. INSTALL GRADE LEVEL ACCESS BOX FOR WATER LEVEL SENSOR/CONTROLS WHEN PROBES ARE REQUIRED, WHERE FLOATS ARE CALLED

FOR INSTALL A GASKETED FLANGE COVER OF THE SAME MATERIAL AS THE TANK WITHOUT HANDHOLE. INSTALL ELECTRICAL CONTROLS IN TANK #1 ONLY (SEE "E" SHEETS). PROVIDE FLANGE WITH WATERTIGHT CAP IN TANK #2 FOR FUTURE USE.

13. TANK SHALL BE EQUIPPED WITH ADEQUATE LIFTING LUGS.

14. ALL HARDWARE IN CONTACT WITH WATER, INCLUDING BOLTS, NUTS, WASHERS, CONDUITS AND LOCK NUTS SHALL BE STAINLESS STEEL.

OTHER HARDWARE SHALL BE GALVANIZED STEEL.

15. ALL FLANGES AND ACCESS OPENINGS SHALL BE GUSSETED.

16. COMPLETELY SURROUND TANK BEDDING MATERIAL WITH FILTER FABRIC.

17. INSTALL VENT ACCORDING TO DETAIL ON SHEET W19.

18. APPROXIMATELY 5-0" TALL FLANGED EXTENSION REQUIRED BETWEEN TANK AND ACCESS OPENING/COVER.

19. FURNISH 24" THICK, 29" DIA. REMOVABLE STYROFOAM INSULATION PLUGS. INSTALL ONE PER TANK ACCESS OPENING. SECURELY FASTEN TO

ACCESS OPENING. MAKE PROVISIONS FOR LADDER RUNGS. PLUG EVEN WITH FLANGED CONNECTIONS TO TANK.

20. TANKS TO BE INSTALLED ON A STEEP SLOPE (SEE SHEET W2). THE CONTRACTOR MAY PROPOSE ALTERNATIVE CONSTRUCTION METHODS, SUCH AS THE USE OF ROCKERY RETAINING WALLS TO REDUCE EXCAVATION VOLUME, BLUEBOARD "FROSTBLOCK" TO REDUCE BURIAL DEPTH, OR OTHER METHODS. SUBMIT PROPOSAL FOR ALTERNATIVE CONSTRUCTION METHODS AT LEAST 4 WEEKS PRIOR TO BEGINNING

CONSTRUCTION ON THE WATER TANKS.

8' MIN.

SLOPE -2%

LADDER

NATIVE BACKFILL OR

SELECT BORROW

PIPING LEGEND:

90 DEGREE ELBOW

TEE

HIGH DENSITY POLYETHYLENE PIPE (160 PSI)

GALVANIZED STEEL PIPE (SCH 40)

DAYLIGHT DRAIN

TANK AND LINE VENT - 2" VENT WITH #24 MESH SCREEN.

INSTALL 24" ABOVE FINISHED GROUND LINE.

HDPE

GSP

TANK BEDDING MATERIAL

NATURAL GROUND

8 O'CLOCK 4 O'CLOCK

BACKFILLING BELOW THIS LINE

REQUIRES SPECIAL TECHNIQUE, SEE

SPECIFICATIONS FOR DETAILS.

FILTER FABRIC BETWEEN BEDDING AND

SUBSEQUENT BACKFILL

FILTER FABRIC BETWEEN BEDDING AND

SUBSEQUENT BACKFILL

3" CURB VALVE AND BOX

INSTALL DAYLIGHT

DRAIN (TYP)

3" HDPE

3" HDPE OVERFLOW/DRAIN3" HDPE OVERFLOW

3" HDPE OVERFLOW

3" HDPE DRAINLINE6" HDPE SUPPLY

ACCESS OPENING A

ACCESS OPENING B

ACCESS OPENING C

ACCESS OPENING D

TANK #1

TANK #2

3" HDPE SUPPLY FROM

BOOSTER PUMP

PERIMETER DRAIN

3" PERFORATED HDPE (TYP)

GRADE LEVEL HANDHOLE (TYP), SEE NOTE 12

2" FLANGED OPENING (TYP)

3" HDPE

2" GSP VENT

2" HDPE VENT LINE

6" HDPE DISTRIBUTION 6" HDPE TO

DISTRIBUTION SYSTEM

6" CURB VALVE AND BOX

INSTALL DAYLIGHT

DRAIN

1% SLOPE

3" CURB VALVE AND BOX

INSTALL DAYLIGHT

DRAIN (TYP)

3" HDPE

3" HDPE OVERFLOW LINE

INVERT 6" BELOW TOP OF EACH TANK

3" HDPE DRAINLINE

6" HDPE CONNECTOR LINE

INVERT 4" ABOVE BOTTOM OF EACH TANK

ACCESS OPENING A

ACCESS OPENING B

ACCESS OPENING C

ACCESS OPENING D

TANK #1

TANK #2

3" HDPE INLET FROM

BOOSTER PUMP, INVERT

4" BELOW TOP OF TANK

PERIMETER DRAIN

3" PERFORATED HDPE (TYP)

GRADE LEVEL HANDHOLE (TYP), SEE NOTE 12

2" FLANGED OPENING (TYP)

2" GSP VENT LINE

2" GSP VENT

6" CURB VALVE AND BOX

INSTALL DAYLIGHT

DRAIN

FLOW

3" HDPE

DRAIN/OVERFLOW

6" DISTRIBUTION LINE

INVERT 4" ABOVE BOTTOM OF TANK

2" GSP VENT LINE INSTALL AT 12

O'CLOCK POSITION ON TANK

SEE DETAIL ON SHEET W19 (TYP)

2" HDPE VENT LINE

GSP TO HDPE TRANSITION, 30" BELOW GRADE

6" HDPE DISTRIBUTION LINE

6" HDPE SUPPLY LINE TO

DISTRIBUTION SYSTEM

SEE NOTE 18

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W .M c W il li a m s .S to ra g e T a n k .d w g

0 10 20 30 40 50 60

He ad

(F ee t)

Flow (GPM)

Pump and System Curve

Pump

System-Hi

System-Lo

System Operating Range

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W .M c W il li a m s .B o o s te rP u m p .d w g

W W W

W W

W-E

W -E

W-E W-E

W-E

W-E W-E

W-E

W W

W-E

NOTES:

1. SEE SHEETS WW2-WW12 FOR SEWERLINE PROFILES.

2. ALL SEWERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN.

3. BURY SEWERLINE A MINIMUM OF 30 INCHES. ADDITIONAL DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM SLOPE OF 2%.

4. LOCATION AND ORIENTATION OF ALL STRUCTURES SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

5. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS APPROXIMATE.

CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER. THE LOCATION OF THE EXISTING DRAINFIELDS ARE UNKNOWN. APPROXIMATE LOCATIONS HAVE BEEN SHOWN ON THIS

SHEET.

6. INSTALL THE SEWER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING NEVADA

ADMINISTRATIVE CODE (NAC) 445A AND 444.

7. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE SEWERLINE TRENCH. THE CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND VEGETATION. THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING

LIMITS.

8. WHERE ENCOUNTERED, REMOVE AND DISPOSE OF EXISTING SEWERLINE TO A DEPTH OF 12" BELOW FINISHED GRADE. CAP AND

ABANDON REMAINDER IN PLACE.

9. WATERLINES SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM SEWERLINES AND SEPTIC TANKS AND A MINIMUM OF 25 FEET FROM DRAINFIELDS. SEWERLINES, SEPTIC TANKS AND DRAINFIELDS SHALL BE INSTALLED AT LEAST 25 FEET FROM DRAINAGE CHANNELS.

ALL TREES WITHIN 10 FEET OF SEPTIC TANKS OR DRAINFIELDS SHALL BE REMOVED. ADDITIONAL SETBACKS ARE LISTED IN NAC 445A.965 AND NAC 444.792. NO EXISTING WATERCOURSES OR POTABLE WATER WELLS ARE KNOWN TO BE WITHIN 500 FEET OF THE

PROJECT SITE.

10. WHERE NEW SEWERLINES INTERSECT WATERLINES, THE NEW SEWERLINES SHALL BE INSTALLED ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, INCLUDING NEVADA ADMINISTRATIVE CODE (NAC) 445A.

11. AVOID CONSTRUCTION OF SEWER LINES UNDER THE DRIP EDGE OF ALL LARGE PONDEROSA TREES GREATER THAN 14 INCHES IN

DIAMETER AT BREAST HEIGHT (DBH).

12. SEE E-SHEETS FOR DOSING TANK COUNTER AND ALARM CONTROLS.

SEE SHEET WW2

SEE SHEET WW3

SEE SHEETS WW4 & 5

SEE SHEET WW11

WW10

SEE SHEETS WW8 & 9

WW6

WW7

WW12

SEE SHEET WW12

FUTURE REPLACEMENT DRAINFIELD

AREA FOR SYSTEM #5, DO NOT DISTURB

LEGEND (1" = 30' SCALE):

NEW WATERLINE

NEW WATER AND ELECTRIC LINE IN SAME TRENCH

EXISTING WATERLINE

NEW SEWERLINE

NEW ELECTRICAL LINE

NEW GAS LINE

DAYLIGHT DRAIN (SEE SHEET W16)

CURB VALVE AND BOX - SIZE VARIES (SEE SHEET W16)

HYDRANT - FROSTPROOF, TYPE D (SEE SHEET W17)

UTILITY BOX WITH PRESSURE REDUCING VALVE (W18)

UTILITY BOX WITH AIR RELEASE VALVE (SEE SHEET W18)

CLEANOUT (SEE SHEET WW16)

PROPOSED ASPHALT ROAD

MAJOR CONTOUR AND ELEVATION (FEET)

NEW DRAINFIELD

REPLACEMENT DRAINFIELD

PERCOLATION TEST LOCATION

SOIL PROFILE LOCATION

W-E

WASTEWATER SYSTEM #8

WASTEWATER SYSTEM #4

WASTEWATER SYSTEM #9 (HOST UNIT #1)

WASTEWATER SYSTEM #3

WASTEWATER SYSTEM #2

WASTEWATER SYSTEM #1

WASTEWATER SYSTEM #5

WASTEWATER SYSTEM #6

WASTEWATER SYSTEM #7

WASTEWATER SYSTEM #10 (HOST UNIT #2)

FUTURE REPLACEMENT DRAINFIELD

AREA FOR SYSTEM #7, DO NOT DISTURB

FUTURE REPLACEMENT

DRAINFIELD AREA FOR

SYSTEM #2, DO NOT DISTURB

MCWILLIAMS CAMPGROUND

TO SKI AREA

LEE CANYON ROAD (SR 156)

TO LAS VEGAS

APPROX. LOCATION OF

EXISTING DRAINFIELD

APPROX. LOCATION OF

EXISTING DRAINFIELD

APPROX. LOCATION OF

EXISTING DRAINFIELD

APPROX. LOCATION OF

EXISTING DRAINFIELD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

0+00 1+00 2+00 3+00 3+51

WASTEWATER SYSTEM #1 (PRIMARY)

PLAN & PROFILE

1' = 30' HORIZ., 1" = 6' VERT.

-3.0%

-2.0%

0.0%

-2.0%

-9.6%

-2.0%

STA:0+64

INVERT ELEV:8676.1

:1 +6

V E

R T

V :8

STA:2+94

INVERT ELEV:8659.8

:0 +8

V E

R T

V :8

0+00 0+73

-10.1%

0.0%

STA:0+00

INVERT ELEV:8667.6

WASTEWATER SYSTEM #1

(SECONDARY)

PLAN & PROFILE

1' = 30' HORIZ., 1" = 6' VERT.

SAND

GRAVEL

SAND

GRAVEL

DRAINFIELD BOTTOM ELEV: 8655.6

DRAINFIELD BOTTOM

ELEV: 8658.9

POINT TABLE

POINT

NORTHING

26813807.5

26813824.1

26813834.4

26813841.7

26813880.3

26813934.3

26813929.3

EASTING

625967.8

625969.0

625974.5

625978.3

625997.7

626128.0

626151.2

626156.2

POINT TABLE

POINT

NORTHING

26813902.3

26813913.1

26813902.3

26813931.3

26813873.3

EASTING

626156.2

626182.2

626076.9

626148.2

626124.2

626148.2

626124.2

POINT TABLE

POINT

NORTHING

26813931.3

26813873.3

26813931.3

EASTING

626158.2

626182.2

626158.2

626124.2

EXISTING GROUND

NEW PIPE INVERT

PROPOSED TOP OF

SUBGRADE (TYP)

INSTALL NEW 1,000 GAL. DOSING TANK

WITH TWO ALTERNATING SIPHONS

INSTALL NEW 4,000 GAL. SEPTIC TANK

4" PVC SEWERLINE

(2 LINES IN TRENCH)

2" PVC MANIFOLD

4" PVC SEWERLINE 4" PVC SEWERLINE

STA. 2+13

PIPELINES AND ALIGNMENTS

SPLIT TO EACH ZONE

4" PVC SEWERLINE

ZONE 2

ZONE 1

STA. 0+00

CONNECT TO NEW

COMFORT STATION

STA. 0+16

INSTALL CLEANOUT

PERFORATED LATERAL PIPE INVERT ELEV: 8658.6

INSTALL DRAINFIELD, SEE SHEET WW14

INSTALL DRAINFIELD,

SEE SHEET WW14

PERFORATED LATERAL PIPE

INVERT ELEV: 8661.9

2" PVC MANIFOLD

NOTES:

1. NOTES AND LEGEND ON SHEET WW1 APPLY.

2. DIMENSIONS SHOWN TYPICAL FOR BOTH DRAINFIELD ZONES.

3. THE FOLLOWING INVERT ELEVATIONS ARE CRITICAL FOR THIS SYSTEM :

DOSING TANK OUTLET AND DRAINFIELD PERFORATED LATERAL PIPE. INVERTS

MUST BE INSTALLED TO WITHIN 0.1 FEET OF ELEVATIONS SHOWN IN ORDER

FOR PRESSURIZED SYSTEM TO OPERATE AS DESIGNED.

4. THE MAXIMUM SLOPE ACROSS DRAINFIELD #1 IS EXPECTED TO BE 12%.

CONNECT TO NEW COMFORT STATION #1

INSTALL NEW 4" PVC SEWERLINE (TYP)

INSTALL DRAINFIELD #1

2 ZONES REQUIRED

SEE SHEET WW14

INSTALL NEW 4,000 GAL. SEPTIC TANK

SEE SHEET WW13

INSTALL NEW 1,000 GAL. DOSING TANK

WITH TWO ALTERNATING SIPHONS

SEE SHEET WW13

INSTALL COUNTER AND

ALARM CONTROLS

24' (TYP)

ZONE 1

ZONE 2

RESERVE AREA FOR FUTURE REPLACEMENT

DRAINFIELD. DO NOT DISTURB EXCEPT FOR

INSTALLATION OF NEW SEWERLINE. EXISTING

DRAINFIELD MAY EXIST IN THIS AREA.

PRESSURIZED LATERAL (TYP)

PRIMARY ALIGNMENT

SECONDARY ALIGNMENT

PRIMARY ALIGNMENT

NEW TRAIL MUST BE CONSTRUCTED

IN FILL. DO NOT CREATE CUT SLOPE

BELOW DRAINFIELD ZONE 1

INSTALL NEW 4" PVC SEWERLINE

(2 LINES IN TRENCH)

INSTALL NEW 4" PVC

SEWERLINE (TYP)

INSTALL SEWER CLEANOUT

SEE SHEET WW16

BEGIN SECONDARY ALIGNMENT

DOLOMITE LOOP ROAD

MAIN ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

0+00 1+00 2+00 3+00 3+77

SAND

GRAVEL

WASTEWATER SYSTEM #2

PLAN & PROFILE

1' = 30' HORIZ., 1" = 6' VERT.

-3.0%

0.0%

-14.7%

-22.1%

-5.9%

-7.8%

-2.0%

STA:2+14

INVERT ELEV:8591.0

STA:0+24

INVERT ELEV:8602.8

STA:0+40

INVERT ELEV:8598.6

:1 +2

V E

R T

V :8

:3 +3

V E

R T

V :8

DRAINFIELD BOTTOM ELEV: 8577.8

4" PVC SEWERLINE

EXISTING GROUND

NEW PIPE INVERT

PROPOSED TOP OF

SUBGRADE (TYP)

INSTALL NEW 620 GAL.

DOSING TANK WITH SIPHON

INSTALL NEW 1,500 GAL. SEPTIC TANK

STA. 0+00

CONNECT TO NEW

COMFORT STATION

STA. 0+10

INSTALL CLEANOUT

POINT TABLE

POINT

NORTHING

26814112.7

26814123.4

26814085.8

26814075.1

26813937.2

26813934.7

26813932.4

26813931.0

EASTING

627001.1

627022.6

627041.4

627019.9

626758.1

626768.4

626778.2

626784.2

POINT TABLE

POINT

NORTHING

26813992.8

26814012.7

26814023.2

26814059.6

26814074.2

26814091.2

26814093.9

26814104.6

EASTING

626893.2

626891.6

626930.2

627013.3

627018.1

627009.6

627010.5

627032.0

INSTALL DRAINFIELD, SEE SHEET WW14

PERFORATED LATERAL PIPE INVERT ELEV: 8580.8

2" PVC MANIFOLD

STA: 1+76

INTERSECT WATERLINE

NOTES:

1. NOTES AND LEGEND ON SHEET WW1 APPLY.

2. RESERVE AREA FOR FUTURE REPLACEMENT

AREA SHOWN ON SHEET WW1.

3. THE MAXIMUM SLOPE ACROSS DRAINFIELD #2

IS EXPECTED TO BE 8%.

CONNECT TO NEW

COMFORT STATION #2

INSTALL NEW 1,500 GAL. SEPTIC TANK

SEE SHEET WW13

INSTALL NEW 4" PVC SEWERLINE

INSTALL DRAINFIELD #2

SEE SHEET WW14

INSTALL NEW 620 GAL. DOSING TANK WITH SIPHON

SEE SHEET WW13

WATER/SEWER LINE CROSSING

SPECIAL CONSTRUCTION REQUIREMENTS APPLY

SEE SHEET W19

INSTALL COUNTER AND ALARM CONTROLS

24'

42' 18'

( TY

PRESSURIZED LATERAL (TYP)

INSTALL SEWER CLEANOUT

SEE SHEET WW16

MAIN ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

0+00 1+00 2+00 2+50

-12.9%

-8.3%

-3.0%

STA:1+01

INVERT ELEV:8533.4

STA:1+35

INVERT ELEV:8529.3

:1 +9

V E

R T

V :8

WASTEWATER SYSTEM #3

PLAN & PROFILE 0+00 TO 2+50

1' = 30' HORIZ., 1" = 6' VERT.

4" PVC SEWERLINE

(2 LINES IN TRENCH)4" PVC SEWERLINE

EXISTING GROUND

NEW PIPE INVERT

PROPOSED TOP OF

SUBGRADE (TYP)

INSTALL NEW 1,000 GAL. DOSING TANK

WITH TWO ALTERNATING SIPHONS

INSTALL NEW 2,500 GAL. SEPTIC TANK

STA. 0+00

CONNECT TO NEW

COMFORT STATION

STA. 0+20

INSTALL CLEANOUT

POINT TABLE

POINT

NORTHING

26814365.3

26814385.0

26814343.6

26814323.9

26814274.3

26814279.6

26814295.1

26814299.8

26814306.0

26814301.4

26814293.9

26814270.1

26814392.0

26814417.1

26814397.7

26814352.7

26814333.9

26814354.9

EASTING

627907.7

627930.3

627966.5

627943.9

627583.9

627586.0

627579.4

627577.3

627591.6

627593.6

627596.8

627638.8

627808.0

627856.6

627867.5

627916.1

627932.5

627956.6

PLAN & PROFILE CONTINUES

ON SHEET WW5

NOTES:

1. NOTES AND LEGEND ON SHEET WW1 APPLY.

CONNECT TO NEW COMFORT STATION #3

INSTALL NEW 4" PVC SEWERLINE

INSTALL NEW 2,500 GAL. SEPTIC TANK

SEE SHEET WW13 INSTALL NEW 1,000 GAL. DOSING TANK

WITH TWO ALTERNATING SIPHONS

SEE SHEET WW13

INSTALL COUNTER AND ALARM CONTROLS

INSTALL NEW 4" PVC SEWERLINE

(2 LINES IN TRENCH)

INSTALL SEWER CLEANOUT

SEE SHEET WW16

MAIN ROAD

X H u m b o ld t T o iy a b e M c W il li a m s C a m p g ro u n d .2 D ra w in g s W W .W W .M c W il li a m s .W a te r-

S e w e r_ T e le w o rk .d w g

2+50 3+00 4+00 5+00 5+92

-2.0%

0.0%

-9.9%

-2.3% S

E R

T E

STA:4+65

INVERT ELEV:8501.9

SAND

GRAVEL

WASTEWATER SYSTEM #3

PLAN & PROFILE 2+50 TO END

1' = 30' HORIZ., 1" = 6' VERT.

4" PVC SEWERLINE

(2 LINES IN TRENCH) 4" PVC SEWERLINE

DRAINFIELD BOTTOM ELEV: 8496.4

STA. 5+35

PIPELINES SPLIT TO EACH ZONE

EXISTING GROUND

NEW PIPE INVERT

PROPOSED TOP OF

SUBGRADE (TYP)

INSTALL DRAINFIELD, SEE SHEET WW14

PERFORATED LATERAL PIPE INVERT ELEV: 8499.4

2" PVC MANIFOLD

STA: 4+58

INTERSECT WATERLINE

NOTES:

1. NOTES AND LEGEND ON SHEET WW1 APPLY.

2. SEE POINT TABLE ON SHEET WW4..

3. THE FOLLOWING INVERT ELEVATIONS ARE

CRITICAL FOR THIS SYSTEM: DOSING TANK

OUTLET AND DRAINFIELD PERFORATED

LATERAL PIPE. INVERTS MUST BE INSTALLED

TO WITHIN 0.1 FEET OF ELEVATIONS SHOWN

IN ORDER FOR PRESSURIZED SYSTEM TO

OPERATE AS DESIGNED.

4. THE MAXIMUM SLOPE ACROSS DRAINFIELD #3

IS EXPECTED TO BE 9%.

INSTALL NEW 4" PVC SEWERLINE

(2 LINES IN TRENCH)

WATER/SEWER LINE CROSSING

SPECIAL CONSTRUCTION REQUIREMENTS APPLY

SEE SHEET W19

30'

55'

12'

(TYP)

INSTALL DRAINFIELD #3

2 ZONES REQUIRED

SEE SHEET WW14

PRESSURIZED LATERAL (TYP)

ZONE 1

ZONE 2

MAIN ROAD

AREA RESERVED FOR FUTURE

REPLACEMENT DRAINFIELD

(DO NOT DISTURB)

X H u m b o ld t T o iy a b e M c W il li a m s C a m…

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File details come from the government source that posted it. Updated Nov 14, 2017.